CLIEN :
CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) LOCATION :
PULANG PISAU CENTRAL KALIMANTAN
Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 No._ Landasan Ulin Banjarbaru Telp. +62 511 7499150 Fax. +62 511 4705765 E-mail:
[email protected]
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
No Enc Subject
: 161/KSE/X/2007 : 1 (one) bundle : Soil Investigation Report
To: China National Heavy Machinery Corporation ( CHMC ) Att. Mr. Xu Bin
Dear Sir, Regarding the completed work of topography & soil investigation at project of Pulang Pisau Power Plant located in Pulang Pisau, Central Kalimantan, herewith we enclose the final of the project. Thank for your attention, and cooperation.
Banjarbaru, 10 Oktober 2007 Sincerely yours,
A.Roestam Pohan Director
Office : Jl. A.Yani Km.23,5 Landasan Landasan Ulin Banjarbaru Banjarbaru Telp. 0511-7499150 0511-7499150 Fax.0511-4705765 e-mail:
[email protected] [email protected] d
SOIL INVESTIGATION PROJECT OF PULANG PISAU POWER PLANT CHINA NATIONAL HEAVY HEA VY MACHINERY MACHINERY CORPORATION ( CHMC CHMC )
INTRODUCTION Based on agreement in MoU between China National Heavy Machinery Corporation ( CHMC ) and PT. KALIMANTAN SOIL ENGINEERING (KSE), both parties were agreed to conduct a cooperation in soil investigation activity as below
A. Fiel d Work Wo rk 1.
4 (four) deep boring points with 3 (three) point @ 65 m and 1 (one) point with 30 m
2.
Standart Penetration Test (SPT) every 2,5 m
3.
16 (sixteen) cylinders of Undisturb Sampling
B. Laboratory Laboratory Work Laboratory test, each has 8 (eight) kinds to test : Water Content, Unit Weight, Spesific Gravity, Grain Size Analysis, Liquid Limit and Plastic Limit, Direct Shear, Unconfined Compressive Strength, Consolidation.
FIELD WORK Core Drilling and Standart Penetration Test (SPT) Drilling was to get undisturb and disturb sample as well as to find out the profile/stratigraphy of soil layer and the value of SPT reached 50. The SPT was meant to find out the hardness of every soil layer which correlated with number of hit for every 12-inch penetration (counted at the last 2 x 6 inch). SPT General Correlation
Sand Type Soil N value Relative Density 0–4 Very Loose 4 - 10 Loose 10 – 30 Medium 30 – 50 Dense > 50 Very Dense
Clay or Silt Type Soil N value Consistency 0–2 Very Soft 2-4 Soft Sof t 4-8 Firm 8 – 15 Stiff 15 – 30 Very Stiff > 30 Hard
Tabel 1. Description of soil layers based on the drilling result (BH-1)
Kedalaman (m) 0,00 – 1,95 1,95 – 09,80 9,80 – 12,00 12.00 – 14.00 14.00 – 19.50 19.50 – 21.50 21.50 – 23.50 23.50 – 41.00 41.00 – 43.50
Deskripsi Deskrips i Tanah Clay brown Clay grey Less sandy clay grey Clay grey Clay brownish grey Blackish Blackis h brown Organic Clay brown Sand brown Sandy clay grey
N SPT 0 0 0 0 0 3 3 – 19 19 – 36 12
Relative Density/ Consistency Very Soft Very Soft Very Soft Very Soft Very Soft Very Soft Firm up to stiff Medium up to dense Stiff 1
Kedalaman (m) 43.50 – 46.80 46.80 – 54.60 54.60 – 56.95 56.95 – 58.75 58.75 – 59.86 59.86 – 60.50 60.50 – 65.00
Deskripsi Deskrips i Tanah Sand brown Clay grey Black Organic Clay brown Light coal/black coal/blac k organic Clay, blackish brown Light coal/black organic
N SPT 27 15 – 16 16 - 34 34 > 50 > 50 > 50
Relative Density/ Consistency Medium Very V ery Stiff Very stiff up to Hard Hard Hard Hard Hard
Tabel 2. Description of soil layers based on the drilling result (BH-2)
Kedalaman (m) 0 – 14.50 14.50 – 19.50 19.50 – 20.00 20.00 – 21.00 21.00 – 21.50 21.50 – 23.50 23.50 – 30.00
Deskripsi Tanah Clay Clay brown Less sandy clay grey Clay and blackish grey organic Blackish brown Organic Black Organic Clay grey Sand brown
N SPT 0 0 0 0 0 0 12 - 28
Relative Density/ Consistency Very Soft Very Soft Very Soft Very Soft Very Soft Very Soft Stiff up to very stiff
Tabel 3. Description of soil layers based on the drilling result (BH-3)
Kedalaman (m) 0 – 0.70 0,70 – 5.30 5.30 – 11.50 11.50 – 19.00 19.00 – 20.00 20.00 – 21.00 21.00 – 25.00 25.00 – 32.95 32.95 – 52.00 52.00 – 53.50 53.50 – 53.95 53.95 – 59.00 59.00 – 59.87 59.87 – 62.50 62.50 – 65.00
Deskripsi Tanah Clay yellowish brown Clay, brown Sand grey Clay brown Black Organic Clay + black organic Clay grey Sand, brown Sand greyish brown Sand yellowish brown Light coal (black organic) Clay + blackish brown organic Light coal (black organic) Clay blackish brown Light coal (black organic)
N SPT 0 0 0 0 0 0 3 6 - 32 17 - 35 33 > 50 39 - 50 > 50 > 50 > 50
Relative Density/ Consistency Very soft Very soft Very Loose Very soft Very soft Very soft Very soft Loose up to Medium Medium up to dense Dense Hard Hard Hard Hard Hard
Tabel 4. Description of soil layers based on the drilling result (BH-4)
Kedalaman (m) 0 – 6.30 6.30 – 15.00 15.00 – 19.80 19.80 – 20.50 20.50 – 24.50 24.50 – 44.50 44.50 – 47.50 47.50 – 53.00 53.00 – 55.00 55.00 – 56.95 56.95 – 59.00 59.00 – 65.00
Deskripsi Tanah Clay brown Sandy clay, brown Clay brown Blackish brown organic Clay grey Sand brown Sand grey Clay grey Light coal (black organic) Clay+organic, Clay+organic , blackish brown Clay, blackish grey Light coal (black organic)
N SPT 0 0 0 0 0 11 - 32 12 12 -14 > 50 23 23 > 50
Relative Density/ Consistency Very Soft Very soft Very soft Very soft Very soft Medium Med ium Medium Stiff Hard Very Stiff Very Stiff Hard
2
LAB ORATORY WORK Laboratory test was conducted for every undisturbed sample from the drilling result of soil test in the laboratory, showed in the following table.
Table 5.Summary of sample geotechnic parameter (BH-1 and BH-2) SOIL TESTING RESULT NO
1 2 3 4
5
6 7 8
KIND of TEST
w γ Gs LL PL PI No. # 4,75 0,425 0,075 c φ qu cu Cc Cs Cv k e
(%) (Kg/cm3) (%) (%)
mm mm mm (Kg/cm2) ( ) (Kg/cm2) (Kg/cm2) ˚
BH-1
BH-1
BH-1
5,0 - 5,5 m
8,0 - 8,5 m
87,28 1,46 2,43 51,20 39,27 11,93
90,20 1,43 2,37 48,80 39,61 9,19
85,17 1,47 2,51 52,00 36,56 15,44
100,00 100,00 100,00 0,01 13,00 0,049 0,025 0,469 0,054 8,17E-03 9,81E-07 2,021
100,00 93,83 29,41 0,08 26,00 0,060 0,030 0,805 0,093 8,17E-03 8,43E-07 2,136
100,00 96,03 22,64 0,15 26,00 0,092 0,046 0,778 0,130 8,17E-03 4,39E-07 2,318
BH-1
11,0 - 11,5 m 14,0 - 14,5 m
BH-2
BH-2
BH-2
BH-2
2,0 - 2,5 m
5,0 - 5,5 m
11,0 - 11,5 m 14,0 - 14,5 m
77,42 1,51 2,44 51,00 39,41 11,59
107,20 1,38 2,30 53,40 41,35 12,05
86,90 1,45 2,38 52,00 42,21 9,79
94,72 1,44 2,51 53,60 50,30 3,30
76,67 1,45 2,35 56,00 48,04 7,96
100,00 100,00 100,00 0,19 18,00 0,062 0,031 0,462 0,048 8,17E-03 5,15E-07 1,862
100,00 100,00 100,00 0,045 6,00 0,035 0,025 0,647 0,091 8,12E-03 9,47E-07 2,320
100,00 100,00 100,00 0,035 14,00 0,056 0,041 0,498 0,073 8,17E-03 7,36E-07 1,922
100,00 100,00 100,00 0,045 14,50 0,068 0,049 0,774 0,082 8,17E-03 6,59E-07 2,448
100,00 100,00 100,00 0,055 9,50 0,031 0,027 0,469 0,098 8,12E-03 7,23E-07 1,754
BH-4
BH-4
BH-4
Tabel 6. Summary of sample geotechnic parameter (BH-3 and BH-4)
SOIL TESTING RESULT NO
1 2 3 4
5
6 7 8
KIND of TEST
w γ Gs LL PL PI No. # 4,75 0,425 0,075 c φ qu cu Cc Cs Cv k e
(%) (Kg/cm3) (%) (%)
mm mm mm (Kg/cm2) ( ) (Kg/cm2) (Kg/cm2) ˚
BH-3
BH-3
BH-3
BH-3
5,0 - 5,5 m
8,0 - 8,5 m
79,91 1,49 2,29 46,00 35,65 10,35
72,75 1,58 2,57 37,20 31,46 5,74
91,15 1,47 2,46 52,60 43,75 8,85
71,51 1,52 2,55 52,20 39,68 12,52
80,98 1,49 2,29 48,80 34,44 14,36
79,64 1,47 2,15 48,70 39,69 9,01
86,27 1,46 2,44 48,10 38,69 9,41
76,20 1,50 2,51 46,60 39,15 7,45
100,00 100,00 100,00 0,038 11,00 0,031 0,016 0,407 0,350 8,17E-03 7,90E-07 1,503
100,00 100,00 25,00 0,054 7,00 0,028 0,014 0,440 0,045 8,17E-03 6,25E-07 1,888
100,00 100,00 26,05 0,025 19,00 0,063 0,032 0,596 0,106 8,17E-03 6,68E-07 2,084
100,00 100,00 100,00 10,500 0,07 0,071 0,036 0,480 0,051 8,17E-03 5,38E-07 1,866
100,00 100,00 100,00 0,024 11,50 0,025 0,020 0,475 0,049 8,12E-03 8,71E-07 1,750
100,00 100,00 100,00 0,051 10,00 0,035 0,018 0,430 0,058 8,02E-03 9,00E-07 1,588
100,00 100,00 19,87 0,030 11,00 0,045 0,030 0,760 0,122 8,17E-03 6,31E-07 2,323
100,00 100,00 29,59 0,040 9,00 0,051 0,035 0,481 0,087 8,12E-03 7,00E-07 1,949
11,0 - 11,5 m 14,0 - 14,5 m
BH-4
2,0 - 2,5 m
5,0 - 5,5 m
11,0 - 11,5 m 14,0 - 14,5 m
In general, result of laboratory test for the sample showed that the soil had low bearing capacity, which indicated by the soil’s small volume weight, high water content, low pas and 100 percent passed No.200 sieve. 3
DESIGN RECOMMENDATION
From the analysis on types of soil layer and result of SPT test for each soil layer, it can be concluded that soil at the depth at 0,00 m to ± 25,00 m was very soft and soft. From the depth of 25,00 m to 45,00 m the soil was sand layer with loose to dense/very dense. From 45,00 m to 65,00 m deep there was layer from medium to very stiff category and very hard coal/balck organic was found. Layers with SPT > 50 was average found at the depth of 60,00 m. From the condition of soil layers and the density/hardness, for primary building the foundation construction it is recommended to use pile foundation. For the depth or length of embedded pile the alternatives are: 1.
Alternative 1 : With foundation depth of 35 m. This foundation depth is taken since this layer is a sand layer with medium density. However, the bearing capacity is in low/poor category.
2.
Alternative 2 : With foundation depth at 50,0 m. This foundation depth is taken since this is a clay layer with medium to very stiff density category and the bearing capacity is fairly high.
To use pile up to 60,00 m, deep will require a large amount of money, and will create some difficulty in the implementation. Moreever, there is possibility that the pile can not be embedded up to 60,00 m. For secondary building, using concrete of minipile with dimension of 20 x 20 or 28 x 28 x 28, the calculation of bearing capacity using CPT result.
CONCLUSION Based on the result of soil investigation done : -
Surface soil of to 25,00 m deep is cohesive soil which has very low soil bearing capacity.
-
Very stiff/hard soil is relatively deep, from 50,00 m to 60,00 m.
-
For primary building the foundation conctruction it is recommended to use concrete of pile.
-
The depth of foundation embedded or the length of pile can be 35,00 m 0r 50,00 m
-
For secondary building the foundation conctruction it is recommended to use concrete of minipile.
4
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 14, 2007 September 17, 2007 Miskidi
Point No.
BH-1
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
0,00
10
20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Clay, brown, very soft 1,00 1 1,95
95
2,50
1
3,00
50
0 SPT 1 0 SPT 2
Clay, grey, very soft
4,00 5,00 5,50
1
6,00
50
UDS 1
0
SPT 3
7,00 8,00 7 0 0 2 , 4 1 r e b m e t p e S
8,50
1
9,00
50
0
UDS 2 SPT 4
9,80 10,00 Less Sandy Clay, grey, very soft 11,00 11,50
1
12,00
50
UDS 3
0
SPT 5 Clay, grey, very soft
13,00 14,00 14,50
1
15,00
50
UDS 4
0
SPT 6
Clay, brownish grey, very soft
16,00 17,00 17,50
1
18,00
45
0 SPT 7
19,00 19,50 Blackish Brown Organic, very soft
20,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 14, 2007 September 17, 2007 Miskidi
Point No.
BH-1
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
20,00
10
20,50
1
1
2
3
20,95
15
15
15
30
20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Blackish Brown Organic, very soft SPT 8
21,50 Clay, brown, stiff
22,00 23,00 23,50
2
8
11
19
23,95
15
15
15
30
SPT 9 Sand, brown, medium
25,00 26,00 26,50
10
10
11
21
26,95
15
15
15
30
29,55
5
12
12
24
30,00
15
15
15
30
32,50
10
14
16
30
32,95
15
15
15
30
35,50
12
17
19
36
35,95
15
15
15
30
38,50
9
15
17
32
38,95
15
15
15
30
Sand, brown, medium SPT 10
28,00 7 0 0 2 , 5 1 r e b m e t p e S
29,00 Sand, brown, medium SPT 11
31,00 32,00 Sand, brown, dense SPT 12
34,00 35,00 Sand, brown, dense SPT 13
37,00 38,00 Sand, brown, dense SPT 14
40,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 14, 2007 September 17, 2007 Miskidi
Point No.
BH-1
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
40,00
10
20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Sand, brown, dense 41,00 41,95
1
4
8
12
15
15
15
30
7
13
14
27
15
15
15
30
5
7
8
15
15
15
15
30
6
7
9
16
15
15
15
30
SPT 15
sandy clay, stiff
43,00 43,50 Sand, brown, medium
44,00 44,95
SPT 16
46,00 46,80 47,95 7 0 0 2 , 6 1 r e b m e t p e S
SPT 17
Clay, grey, stiff
49,00 50,00 50,95
SPT 18
52,00 53,00 53,95
4
8
8
16
15
15
15
30
SPT 19
54,60 55,00 Black Organic 56,00 56,95
10
16
18
34
15
15
15
30
SPT 20 Clay, brown, hard
58,00 58,75 Light coal (black organic)
59,00 59,86
10
27
25 > 50
15
15
15
SPT 21
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 14, 2007 September 17, 2007 Miskidi
Point No.
BH-1
BORING LOG E T A D
T P S N
H T P E D
59,86
7 0 0 2 , 7 1 r e b m e t p e S
10
60,50
57
61,00
15
T S E T F O D N I K
C I H P A R G T P S 20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
Clay, blackish brown, hard
> 50 SPT 22
Light coal (black organic), hard 62,00 63,00 64,00 65,00
54
> 50
15
SPT 23
66,00 67,00 68,00 69,00 70,00 71,00 72,00 73,00 74,00 75,00 76,00 77,00 78,00 79,00 80,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 30,00 m
GWL Start Finish Operator
- 00,00 m September 18, 2007 September 19, 2007 Miskidi
Point No.
BH-2
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
0,00
10
20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
Clay, brown, very soft
1,00 2,00 2,50
1
3,30
80
UDS 1
0
SPT 1
4,00 5,00 5,50
1
6,00
60
UDS 2
0
SPT 2
7,00 8,00 7 0 0 2 , 8 1 r e b m e t p e S
8,50
1
9,00
50
0 SPT 3
10,00 11,00 1 12,00
UDS 3
0
50
SPT 4
13,00 14,00 14,50
1
15,00
50
UDS 4
0
SPT 5 Less sandy clay, grey, very soft
16,00 17,00 17,50
1
18,00
50
0 SPT 6
19,00 19,50 Clay + blackish grey organic, very soft
20,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 30,00 m
GWL Start Finish Operator
- 00,00 m September 18, 2007 September 19, 2007 Miskidi
Point No.
BH-2
BORING LOG E T A D
T P S N
H T P E D
20,00
10
20,50
1
21,00
50
T S E T F O D N I K
C I H P A R G T P S 20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Blackish brown organic, very soft
0 SPT 7
Black organic, very soft
21,50 22,00
Clay, grey, very soft 23,00 7 0 0 2 , 9 1 r e b m e t p e S
23,50
4
12
16
28
24,00
15
15
15
30
SPT 8 Sand, brown, medium
25,00 26,00 26,50
2
5
10
15
26,95
15
15
15
30
29,50
7
5
7
12
30,00
15
15
15
30
SPT 9
28,00 29,00 SPT 10
31,00 32,00 33,00 34,00 35,00 36,00 37,00 38,00 39,00 40,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,00 m September 20, 2007 September 22, 2007 Miskidi
Point No.
BH-3
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
0,00
10
20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
0,70
Clay, yellowish brown, very soft
1,00
Clay, brown, very soft
2,00 2,50
1
3,00
90
UDS 1
0
SPT 1
3,40 4,00 5,30 5,50
1
6,30
80
0 SPT 2
Sand, grey, very loose
7,00 8,00 7 0 0 2 , 0 2 r e b m e t p e S
8,50
1
9,00
50
0
UDS 2 SPT 3
10,00 11,00 11,50
1
12,00
50
UDS 3
0
SPT 4
Clay, brown, very soft
13,00 14,00 14,50
1
15,00
50
UDS 4
0
SPT 5
16,00 17,00 1 18,00
0
50
SPT 6
19,00 Black organic, very soft 20,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,00 m September 20, 2007 September 22, 2007 Miskidi
Point No.
BH-3
BORING LOG E T A D
T P S N
H T P E D
20,00 7 0 0 2 , 0 2 r e b m e t p e S
10
20,50
1
21,00
50
T S E T F O D N I K
C I H P A R G T P S 20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Clay + black organic, very soft
0 SPT 7
Clay, grey, very soft
22,00 23,00 23,50
1
1
2
3
23,95
15
15
15
30
SPT 8
25,00 Sand, brown, loose 26,00 26,50
5
4
2
6
26,95
15
15
15
30
29,50
9
12
20
32
29,95
15
15
15
30
32,50
8
12
15
27
32,95
15
15
15
30
SPT 9
28,00 29,00 Sand, brown, dense SPT 10
31,00 7 0 0 2 , 1 2 r e b m e t p e S
32,00 Sand, brown, medium SPT 11 Sand, greyish brown, dense 34,00 35,00 35,50
10
15
18
33
35,95
15
15
15
30
38,50
12
16
19
35
38,95
15
15
15
30
Sand, greyish brown, dense SPT 12
37,00 38,00 Sand, greyish brown, dense SPT 13
40,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,00 m September 20, 2007 September 22, 2007 Miskidi
Point No.
BH-3
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
40,00
10
40,50
8
14
17
31
40,95
15
15
15
30
44,50
8
8
9
17
44,95
15
15
15
30
47,50
6
11
17
28
47,95
15
15
15
30
50,50
9
14
19
33
50,95
15
15
15
30
20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
Sand, greyish brown, dense SPT 14
42,00 43,00 7 0 0 2 , 1 2 r e b m e t p e S
44,00 SPT 15
Sand, greyish brown, medium
SPT 16
Sand, greyish brown, medium
SPT 17
Sand, greyish brown, dense
46,00 47,00
49,00 50,00
52,00 Sand, yellowish brown, dense 53,00 7 0 0 2 , 2 2 r e b m e t p e S
53,50
10
22
31 > 50
53,95
15
15
15
SPT 18
Light coal (black organic), hard Clay + blackish brown organic, stiff
55,00 56,00 56,50
6
7
8
15
56,95
15
15
15
30
59,50
15
34
25 > 50
59,87
15
15
7
SPT 19
58,00 59,00 Light coal (black organic), hard SPT 20
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,00 m September 20, 2007 September 22, 2007 Miskidi
Point No.
BH-3
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
59,87
10
20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
Clay , blackish brown, hard 7 0 0 2 , 2 2 r e b m e t p e S
61,00 62,00 62,50
31
50
62,75
15
10
> 50 SPT 21
Light coal (black organic), hard
64,00 64,50
50
65,00
14
> 50 SPT 22
66,00 67,00 68,00 69,00 70,00 71,00 72,00 73,00 74,00 75,00 76,00 77,00 78,00 79,00 80,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 23, 2007 September 26, 2007 Miskidi
Point No.
BH-4
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
0,00
10
20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
Clay, brown, very soft 1,00 2,00 2,50
1
3,35
85
UDS 1
0
SPT 1
4,00 5,00 5,50
1
6,00
80
UDS 2
0
SPT 2
6,30 7,00 Less sandy clay, brown, very soft 8,00 7 0 0 2 , 3 2 r e b m e t p e S
0
1 9,00
70
SPT 3
10,00 11,00 11,50
1
12,00
50
UDS 3
0
SPT 4
13,00 14,00 14,50
1
15,00
50
UDS 4
0
SPT 5 Clay, brown, very soft
16,00 17,00
1
17,50
50
0 SPT 6
18,00 19,00 19,80
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 23, 2007 September 26, 2007 Miskidi
Point No.
BH-4
BORING LOG E T A D
T P S N
H T P E D
19,80
10
20,50
1
21,00
50
T S E T F O D N I K
C I H P A R G T P S 20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Blackish brown organic, very soft
0 SPT 7
Clay, grey, very soft 22,00 23,00 23,50
1
24,10
60
0 SPT 8
24,50 25,00 Sand, brown, medium 26,00 26,50
8
11
9
20
26,95
15
15
15
30
29,50
10
10
11
21
29,95
15
15
15
30
32,50
9
14
15
29
32,95
15
15
15
30
35,50
11
15
17
32
35,95
15
15
15
30
38,50
9
14
14
28
38,95
15
15
15
30
SPT 9
28,00 7 0 0 2 , 4 2 r e b m e t p e S
29,00 SPT 10
Sand, brown, medium
31,00 32,00 Sand, brown, medium SPT 11
34,00 35,00 SPT 12
Sand, brown, dense
SPT 13
Sand, brown, medium
37,00 38,00
40,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 23, 2007 September 26, 2007 Miskidi
Point No.
BH-4
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
40,00
10
20
30
40
N O I T P I R C S E D
E L P M G A O S L . O N
E T O N
50
Sand, brown, medium
41,00 41,50
1
3
8
11
41,95
15
15
15
30
44,50
2
5
9
14
44,95
15
15
15
30
SPT 14
43,00 44,00 SPT 15
Sand, brown, medium Sand, grey, medium
46,00 47,00
7 0 0 2 , 5 2 r e b m e t p e S
47,50
4
5
7
12
47,95
15
15
15
30
SPT 16 Clay, grey, stiff
49,00 50,00 50,50
4
6
8
14
50,95
15
15
15
30
53,50
13
25
29 > 50
53,88
15
15
15
SPT 17
52,00 53,00 SPT 18
Light coal (black organic), hard
55,00 Clay + blackish brown organic, very stiff 56,00 56,50
8
10
13
23
56,95
15
15
15
30
SPT 19 Clay, blackish grey, very stiff
58,00 59,00 59,50
12
26
30 > 50
59,90
15
15
15
Light coal (black organic), hard SPT 20
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project Clien Location Total Depth
Power Plant of Pulang Pisau CHMC Pulang Pisau, Central Kalimantan 65,00 m
GWL Start Finish Operator
- 00,60 m September 23, 2007 September 26, 2007 Miskidi
Point No.
BH-4
BORING LOG E T A D
T P S N
H T P E D
T S E T F O D N I K
C I H P A R G T P S
59,90
10
20
30
40
E L P M G A O S L . O N
N O I T P I R C S E D
E T O N
50
Light coal (black organic), hard 61,00 62,00
7 0 0 2 , 6 2 r e b m e t p e S
62,50
29
54
62,78
15
13
> 50 SPT 21
64,00 53 65,00
> 50
13
SPT 22
66,00 67,00 68,00 69,00 70,00 71,00 72,00 73,00 74,00 75,00 76,00 77,00 78,00 79,00 80,00
Counted by :
NOTE :
= SPT
Checked by :
= UDS Bony W Rakhman, SST
Yusti Yudiawati, MT
Technical Report
Geotechnical Engineer
Soil Testing, Foundation, Geotechnic Design and Research Project
Power Plant Pulang Pisau
Location Total Depth
Pulang Pisau, Central Kalimantan 03,00 m
GWL Start Finish Operator
+ 02,50 m September 14, 2007 September 14, 2007 Miskidi
BORING LOG TYPE : IWAN POST HOLE AUGER Depth (m)
LOG
DESCRIPTION
3,00 2,50 2,00
Water
1,50 1,00 0,50 0,00 -0,50
Clay, brown
-1,00 -1,50 -2,00 -2,50
Clay + organic, brown Clay and Silt + organic, brown
-3,00 -3,50 -4,00
Reported by : Bony W Rakhman, SST Technical Report
Checked by : Yusti Yudiawati, MT Geotechnical Engineer
Point No.
HB-1
Soil Testing, Foundation, Geotechnic Design and Research Project
Power Plant Pulang Pisau
Location Total Depth
Pulang Pisau, Central Kalimantan 65,50 m
No.
Date
GWL Start Finish Operator
- 00,60 m September 19, 200 September 23, 200 Miskidi
Time
Elevation
1
September 19, 2007
07,00 12,00 17,00
60 51 47
centimeter centimeter centimeter
2
September 20, 2007
07,00 11,30 17,15
46 34 18
centimeter centimeter centimeter
3
September 21, 2007
07,30 12,00 16,30
26 20 10
centimeter centimeter centimeter
4
September 22, 2007
07,30 12,20 17,00
17 15 12
centimeter centimeter centimeter
5
September 23, 2007
07,00 11,30 16,40
14 12 10
centimeter centimeter centimeter
Reported by : Bony W Rakhman, SST Technical Report
Checked by : Yusti Yudiawati, MT Geotechnical Engineer
Point No.
BH-1
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
CONCLUSION of SOIL INVESTIGATION ( BH-1 ) Pr oj ec t : Po wer Pl an t Client : China National Heavy Machinery Corporation (CHMC) Location : Pulang Pisau, Central Kalimantan INVESTIGATION RESULT NO
1 2 3 4
5
6
KIND of TEST
Water Content Unit Weight Specific Gravity Liquid Limit Plastic Limit Indeks Plastic Gradation 0,75 0,375 4 8 10 40 100 200 Direct Shear
7
UCS
8
Consolidation
w γ Gs LL PL PI 19,1 9,5 4,75 2,36 2 0,425 0,15 0,075 c φ qu cu qr Sensitivity Cc Cs Cv k e n
(%) (Kg/cm3) (%) (%) (%) mm mm mm mm mm mm mm mm (Kg/cm2) ( ) qu (Kg/cm2) cu (Kg/cm2) qr (Kg/cm2) (St) ˚
cm2/sec cm/sec
Soil Classification (Unified Soil Classification System)
BH-1
BH-1
BH-1
BH-1
5,00 - 5,50 m
8,00 - 8,50 m
11,0 - 11,5 m
14,0 - 14,5 m
87,28 1,46 2,43 51,20 39,27 11,93
90,20 1,43 2,37 48,80 39,61 9,19
85,17 1,47 2,51 52,00 36,56 15,44
77,42 1,51 2,44 51,00 39,41 11,59
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,01 13,00 0,049 0,025 0,038 1,289 0,469 0,054 8,17E-03 9,81E-07 2,021 0,669
100,00 100,00 100,00 100,00 100,00 93,83 58,72 29,41 0,08 26,00 0,060 0,030 0,047 1,277 0,805 0,093 8,17E-03 8,43E-07 2,136 0,681
100,00 100,00 100,00 100,00 100,00 96,03 51,67 22,64 0,15 26,00 0,092 0,046 0,078 1,179 0,778 0,130 8,17E-03 4,39E-07 2,318 0,699
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,19 18,00 0,062 0,031 0,045 1,378 0,462 0,048 8,17E-03 5,15E-07 1,862 0,651
OH
CL
MH
OH
September 25, 2007
Yusti Yudiawati, ST, MT Geotechnical Engineer
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Sample No. : BH-1 Depth : 05,00 - 05,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 52,90 32,20 20,70 8,90 23,30 88,84
Gr Gr Gr Gr Gr % %
2 51,70 31,90 19,80 8,80 23,10 85,71 87,28
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 17, 2007 Sample No. : BH-1 Depth : 05,00 - 05,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 258 159,1 98,9 3,5 7,0 67,31 1,47
2 257,4 159,1 98,3 3,5 7,0 67,31 1,46 1,46
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 08,00 - 08,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 44,00 27,90 16,10 10,10 17,80 90,45
Gr Gr Gr Gr Gr % %
2 48,60 29,80 18,80 8,90 20,90 89,95 90,20
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 08,00 - 08,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 255,6 159,1 96,5 3,5 7,0 67,31 1,43
2 255,1 159,1 96,0 3,5 7,0 67,31 1,43 1,43
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 11,00 - 11,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 35,20 23,00 12,20 8,80 14,20 85,92
Gr Gr Gr Gr Gr % %
2 39,60 25,50 14,10 8,80 16,70 84,43 85,17
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 11,00 - 11,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 258,5 159,1 99,4 3,5 7,0 67,31 1,48
2 258 159,1 98,9 3,5 7,0 67,31 1,47 1,47
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 14,00 - 14,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 40,10 26,60 13,50 8,90 17,70 76,27
Gr Gr Gr Gr Gr % %
2 36,30 24,20 12,10 8,80 15,40 78,57 77,42
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 14,00 - 14,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 260,7 159,1 101,6 3,5 7,0 67,31 1,51
2 260,2 159,1 101,1 3,5 7,0 67,31 1,50 1,51
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 19, 2007 Sample No. : BH-1 Depth : 05,00 - 05,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,40 171,90 50,00 27,00 2,44 0,9983 2,43
Gr T°C cm3 Gr
2 142,10 171,60 50,00 27,00 2,44 0,9983 2,43 2,435
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 21, 2007 Sample No. : BH-1 Depth : 08,00 - 08,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,00 170,90 50,00 28,00 2,37 0,9980 2,36
Gr T°C cm3 Gr
2 142,30 171,30 50,00 28,00 2,38 0,9980 2,38 2,371
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 20, 2007 Sample No. : BH-1 Depth : 11,00 - 11,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,20 172,40 50,00 28,00 2,53 0,9980 2,52
Gr T°C cm3 Gr
2 142,00 172,00 50,00 28,00 2,50 0,9980 2,50 2,508
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-1 Depth : 14,00 - 14,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,30 171,90 50,00 28,00 2,45 0,9980 2,45
Gr T°C cm3 Gr
2 142,00 171,50 50,00 28,00 2,44 0,9980 2,43 2,440
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 12, 2007 Sample No. : BH-1 Depth : 05,00 - 05,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 14 C1 47,00 34,2 12,8 10,30 23,90 53,56
2 21 C2 47,70 34,5 13,2 9,00 25,50 51,76
3 34 C3 41,80 30,8 11,0 8,80 22,00 50,00
4 48 C4 40,10 29,9 10,2 8,80 21,10 48,34
LIQUID LIMIT GRAPH 54 ) %53 ( t n 52 e t n 51 o c r 50 e t a 49 W 48
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 35,60 28,10 7,50 9,00 19,10 39,267 39,27
LL
PL
PI
51,2
39,27
11,93
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-1 Depth : 08,00 - 08,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 14 C1 51,4 37,7 13,7 10,30 27,40 50,00
2 21 C2 44,9 33,0 11,9 8,90 24,10 49,38
3 30 C3 44,5 33,3 11,2 10,30 23,00 48,70
4 47 C4 41,8 31,3 10,5 8,80 22,50 46,67
LIQUID LIMIT GRAPH 52 ) % ( t n 50 e t n o c r 48 e t a W 46
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 39,20 31,00 8,20 10,30 20,70 39,614 39,61
LL
PL
PI
48,8
39,61
9,19
Silt organic with medium compressibility and silt organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 11,00 - 11,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100 56
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 14 C1 45,10 32,4 12,7 8,90 23,50 54,04
2 24 C2 50,40 36,4 14,0 10,40 26,00 53,85
3 36 C3 42,00 31,0 11,0 8,90 22,10 49,77
4 48 C4 39,10 29,3 9,8 8,90 20,40 48,04
LIQUID LIMIT GRAPH
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 34,20 27,40 6,80 8,80 18,60 36,559 36,56
LL
PL
PI
52
36,56
15,44
55 ) 54 % ( 53 t n e 52 t n o c 51 r e t a 50 W49
Silt anorganic with high compresibility and Clay organic
48 47 1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 15, 2007 Sample No. : BH-1 Depth : 14,00 - 14,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 15 C1 46,50 34,1 12,4 10,30 23,80 52,10
2 21 C2 46,20 33,4 12,8 8,90 24,50 52,24
3 36 C3 42,20 31,2 11,0 8,80 22,40 49,11
4 46 C4 36,80 27,5 9,3 8,90 18,60 50,00
LIQUID LIMIT GRAPH 55
) % ( t n e t n 50 o c r e t a W 45
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 37,20 29,20 8,00 8,90 20,30 39,409 39,41
LL
PL
PI
51
39,41
11,59
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-1 Depth : 05,00 - 05,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,43
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time
R
Rcp
(minute)
Temp. Tº C
0,25 0,5 1 2 5 15 30 60 240 1440 2880
29 29 29 29 29 29 29 28 28 28 28
25 25 25 24 23 21 19 17 15 13 11
23,15 23,15 23,15 22,15 21,15 19,15 17,15 15,15 13,15 11,15 9,15
90
% of fine grain a Rcp x 100 50 76,9623 76,9623 76,9623 73,6377 70,3132 63,6642 57,0152 50,3662 43,7172 37,0682 30,4192
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
26 26 26 25 24 22 20 18 16 14 12
12,20 12,20 12,20 12,40 12,50 12,90 13,20 13,50 13,80 14,20 14,50
0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0130 0,0130 0,0130 0,0130
0,0901 0,0637 0,0451 0,0321 0,0204 0,0120 0,0086 0,0062 0,0031 0,0013 0,0009
Curve: Distribution Grain Size
80 70
) % ( e 60 v e i s 50 s e s s 40 a p l a 30 t o T
20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-1 Depth : 14,00 - 14,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,44
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time
R
Rcp
(minute)
Temp. Tº C
0,25 0,5 1 2 5 15 30 60 240 1440 2880
29 29 29 29 29 29 29 29 28 28 28
30 30 30 29 28 27 25 23 21 19 16
28,15 28,15 28,15 27,15 26,15 25,15 23,15 21,15 19,15 17,15 14,15
100
% of fine grain a Rcp x 100 50 93,5848 93,5848 93,5848 90,2603 86,9358 83,6113 76,9623 70,3132 63,6642 57,0152 47,0417
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
31 31 31 30 29 28 26 24 22 20 17
11,40 11,40 11,40 11,50 11,70 11,90 12,20 12,50 12,90 13,20 13,70
0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0130 0,0130 0,0130
0,0871 0,0616 0,0436 0,0309 0,0197 0,0115 0,0082 0,0059 0,0030 0,0012 0,0009
Curve: Distribution Grain Size
90 80 ) % ( e v e i s s e s s a p l a t o T
70 60 50 40 30 20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SEIVE ANALISYS (AASHTO T - 27 - 74) (ASTM C - 136 - 46) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-1 Depth : 08,00 - 08,50 m
Sieve No. 3/4 3/8 4 8 10 40 100 200 Pan
φ (mm) 19,10 9,500 4,750 2,360 2,000 0,425 0,150 0,075
W soil (gr) 0,00 0,00 0,00 0,00 0,00 22,60 128,70 107,40 107,80
% weight retained 0,00 0,00 0,00 0,00 0,00 6,17 35,12 29,30 29,41
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
% Kumulatif retained passes 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 6,17 93,834 41,28 58,718 70,59 29,413
366,50
Total weight
0,0
Tested by Counted by Checked by
0,1
1,0
10,0
Curve: Distributio n Grain Size
Diameter (mm) 100,0 100 90 80 70 )
% ( e 60 v e i s s 50 e s s a p 40 l a t o 30 T
20 10 0
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SEIVE ANALISYS (AASHTO T - 27 - 74) (ASTM C - 136 - 46) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-1 Depth : 11,00 - 11,50 m
Sieve No. 3/4 3/8 4 8 10 40 100 200 Pan
φ (mm) 19,10 9,500 4,750 2,360 2,000 0,425 0,150 0,075
Total weight
0,0
Tested by Counted by Checked by
W soil (gr) 0,00 0,00 0,00 0,00 0,00 12,60 140,70 92,10 71,80
% weight retained 0,00 0,00 0,00 0,00 0,00 3,97 44,36 29,04 22,64
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
% Kumulatif retained passes 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 3,97 96,028 48,33 51,671 77,36 22,636
317,20
0,1 Curve: Distribution 1,0 10,0 Grain Size
Diameter (mm) 100,0
100 90 80 70 )
% ( e 60 v e i s 50 s e s s a p 40 l a t o 30 T
20 10 0
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 0,60 1,00 1,80 2,60 3,20 3,20 3,20
0,00 0,25 0,42 0,76 1,09 1,34 1,34 1,34
0,00 0,40 0,80 1,80 2,80 3,40 4,20 4,20 4,20
0,00 0,17 0,34 0,76 1,18 1,43 1,76 1,76 1,76
0,00 0,50 1,00 1,60 2,00 2,80 3,40 4,00 4,60 5,20 5,60 5,60 5,60
0,450
9,491
= N/A
0,00 0,21 0,42 0,67 0,84 1,18 1,43 1,68 1,93 2,19 2,35 2,35 2,35
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 m C / g 0,250 K ( s s e r t S 0,200 r a e h S
0,150
0,100 o
6,5 0,050
0,000 0,00
0,05
0,10
0,15 Normal 0,20 Stress 0,25 (Kg/Cm2)0,30
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,025 kg/cm
0,35
0,40
0,45
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 6,5
°
-4
= P/A
Shear
2
0,101
0,043
0,202
0,056
0,304
0,075
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@ya hoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 0,60 1,00 2,00 3,00 3,80 4,60 5,40 6,80 6,80 6,80
0,00 0,25 0,42 0,84 1,26 1,60 1,93 2,27 2,86 2,86 2,86
0,00 1,20 2,40 3,40 5,00 6,00 7,40 8,60 9,20 10,00 10,80 11,40 11,40 11,40
0,00 0,50 1,01 1,43 2,10 2,52 3,11 3,61 3,87 4,20 4,54 4,79 4,79 4,79
0,00 2,00 3,00 4,00 5,00 6,00 8,00 9,00 10,00 11,40 12,60 13,40 14,00 15,40 16,60 16,60 16,60
0,00 0,84 1,26 1,68 2,10 2,52 3,36 3,78 4,20 4,79 5,29 5,63 5,88 6,47 6,98 6,98 6,98
0,400
9,491
= N/A
0,101
0,091
0,202
0,153
0,304
0,223
DIRECT SHEAR GRAPH
0,350
0,300
0,250 ) 2 m C / g K ( 0,200 r a e h S
29,5
o
0,150
0,100
0,050
0,000 0,000
0,050
0,100
0,150 Normal 0,200 0,250 0,300 Stress (Kg/Cm2)
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,025 kg/cm
0,350
0,400
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 29,5
°
-4
0,450
2
= P/A
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 2,80 4,60 5,60 6,40 7,00 7,80 7,80 7,80
0,00 1,18 1,93 2,35 2,69 2,94 3,28 3,28 3,28
0,00 3,00 6,00 7,80 8,60 9,40 10,60 10,60 10,60
0,00 1,26 2,52 3,28 3,61 3,95 4,45 4,45 4,45
0,00 2,00 4,00 7,00 8,80 12,50 14,00 15,00 16,00 16,00 16,00
0,00 0,84 1,68 2,94 3,70 5,25 5,88 6,30 6,72 6,72 6,72
0,450
9,491
= N/A
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 0,250 m C / g K ( r a e 0,200 h S o
22
0,150
0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,045 kg/cm
0,15Normal 0,20 0,25 0,30 Stress (Kg/Cm2)
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 22
°
-4
0,45
2
= P/A
0,101
0,105
0,202
0,143
0,304
0,215
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 1,60 2,20 3,00 6,00 7,00 8,00 8,80 8,80 8,80
0,00 0,42 0,67 0,92 1,26 2,52 2,94 3,36 3,70 3,70 3,70
0,00 1,00 1,80 2,60 3,60 5,00 6,00 7,00 8,20 9,00 10,20 10,20 10,20
0,00 0,42 0,76 1,09 1,51 2,10 2,52 2,94 3,45 3,78 4,29 4,29 4,29
0,00 1,00 2,00 3,00 5,00 6,20 7,00 7,60 8,60 9,80 10,40 11,60 11,60 11,60
0,00 0,42 0,84 1,26 2,10 2,61 2,94 3,19 3,61 4,12 4,37 4,87 4,87 4,87
0,500
9,491
= N/A
DIRECT SHEAR GRAPH
0,450
0,400
0,350
)0,300 2 m C / g K (0,250 r a e h S
0,200
o
7,5 0,150
0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,095 kg/cm
0,15 0,20 (Kg/Cm2) 0,25 Normal Stress
0,30
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 7,5
°
-4
2
= P/A
0,101
0,118
0,202
0,137
0,304
0,156
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 98,9 1,47
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,6 0,35 0,8 0,70 1,0 1,05 1,2 1,40 1,4 1,75 1,6 2,10 1,8 2,45 1,6 4,90 1,4 3,15 1,2 3,50
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405
0,0245 Kg/Cm2 0,049 Kg/Cm3 1,289 0,549496 Total Load (P) 0,0 0,3 0,4 0,5 0,7 0,8 0,9 1,0 0,9 0,8 0,7
Compression Stress 0,000 0,019 0,025 0,031 0,037 0,043 0,049 0,054 0,047 0,042 0,036
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Undisturb (qu)
Remoulded (qr)
0,06
0,06
0,05
0,05
) 0,04 2 m C / g K ( 0,03 s s e r t S 0,02
0,04
0,01
0,01
0,03
0,02
0,00
0,00 0,000
0,020
0,040
0,060
Strain (Kg /Cm2)
0,080
0,100
0,000
0,020
0,040
0,060
Strain (Kg /Cm2)
0,080
0,100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 98,30 1,46
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,4 0,35 0,5 0,70 0,7 1,05 0,8 1,40 1,0 1,75 1,2 2,10 1,4 2,45 1,2 2,80 1,0 3,15
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333
0,019 Kg/Cm2 0,038 Kg/Cm3 1,289 0,549496 Load Total (P) 0,0 0,2 0,3 0,4 0,4 0,5 0,7 0,8 0,7 0,5
Compression Strain 0,000 0,012 0,015 0,021 0,024 0,030 0,036 0,042 0,036 0,030
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 96,5 1,43
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,5 0,35 0,8 0,70 1,0 1,05 1,2 1,40 1,4 1,75 1,6 2,10 1,8 2,45 2,2 4,90 2,0 3,15 1,8 3,50 1,6 3,85
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477
0,03 Kg/Cm2 0,060 Kg/Cm3 1,277 0,549496 Total Load (P) 0,0 0,3 0,4 0,5 0,7 0,8 0,9 1,0 1,2 1,1 1,0 0,9
Compression Stress 0,000 0,015 0,025 0,031 0,037 0,043 0,049 0,054 0,065 0,060 0,054 0,048
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,070
0,070
0,060
0,060
0,050
0,050
) 2 m C / 0,040 g K ( s s 0,030 e r t S
0,040
0,030
0,020
0,020
0,010
0,010
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 96 1,43
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,5 0,70 0,8 1,05 1,0 1,40 1,2 1,75 1,4 2,10 1,6 2,45 1,8 2,80 1,6 3,15 1,4 3,50 1,2 3,85
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477
0,0235 Kg/Cm2 0,047 Kg/Cm3 1,277 0,549496 Load Total (P) 0,0 0,1 0,3 0,4 0,5 0,7 0,8 0,9 1,0 0,9 0,8 0,7
Compression Strain 0,000 0,006 0,015 0,025 0,031 0,037 0,042 0,048 0,054 0,048 0,042 0,036
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 99,4 1,48
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,5 0,35 1,0 0,70 1,2 1,05 1,6 1,40 2,0 1,75 2,5 2,10 2,8 2,45 3,0 4,90 3,2 3,15 3,3 3,50 3,0 3,85 2,8 4,20 2,6 4,55
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041 0,045 0,049
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550 0,951 18,623
0,046 Kg/Cm2 0,092 Kg/Cm3 1,179 0,549496 Total Load (P) 0,0 0,3 0,5 0,7 0,9 1,1 1,4 1,5 1,6 1,8 1,8 1,6 1,5 1,4
Compression Stress 0,000 0,015 0,031 0,037 0,049 0,061 0,076 0,085 0,088 0,096 0,099 0,089 0,083 0,077
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,12
0,12
0,10
0,10
) 0,08 2 m C / g K ( 0,06 s s e r t S 0,04
0,08
0,02
0,02
0,06
0,04
0,00
0,00 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg/Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 98,9 1,47
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,3 0,35 0,8 0,70 1,0 1,05 1,2 1,40 1,4 1,75 1,6 2,10 2,0 2,45 2,8 2,80 3,0 3,15 2,8 3,50 2,6 3,85 2,2 4,20
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041 0,045
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550
0,039 Kg/Cm2 0,078 Kg/Cm3 1,179 0,549496 Load Total (P) 0,0 0,2 0,4 0,5 0,7 0,8 0,9 1,1 1,5 1,6 1,5 1,4 1,2
Compression Strain 0,000 0,009 0,025 0,031 0,037 0,043 0,049 0,060 0,084 0,090 0,084 0,077 0,065
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 101,6 1,51
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,5 0,70 0,8 1,05 1,0 1,40 1,4 1,75 1,8 2,10 2,0 2,45 2,2 4,90 2,2 3,15 2,0 3,50 1,8 3,85 1,6 4,20
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041 0,045
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550
0,031 Kg/Cm2 0,062 Kg/Cm3 1,378 0,549496 Total Load (P) 0,0 0,1 0,3 0,4 0,5 0,8 1,0 1,1 1,2 1,2 1,1 1,0 0,9
Compression Stress 0,000 0,006 0,015 0,025 0,031 0,043 0,055 0,060 0,065 0,066 0,060 0,054 0,047
PT. KAL IMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected] [email protected] d
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Pr o j ec t Loca Locati tion on
: Po w er Pl an t : Pul Pula ang Pis Pisa au, Centra ntrall Kali Kalima mant nta an
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Tested by Counted by Checked by
Undisturb (qu)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Remoulded (qr)
0,08
0,08
0,07
0,06
0,06
) 2 m C / g K ( 0,04 s s e r t S
0,05
0,04
0,03
0,02
0,02
0,01
0,00
0,00 0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2) /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2) /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected] [email protected] d
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Pr o j ec t Loca Locati tion on
: Po w er Pl an t : Pul Pula ang Pis Pisa au, Centra ntrall Kali Kalima mant nta an
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 101,1 1,50
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,6 1,05 0,8 1,40 1,0 1,75 1,4 2,10 1,6 2,45 1,8 2,80 1,6 3,15 1,4 3,50 1,2 3,85
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477
0,0225 Kg/Cm2 0,045 Kg/Cm3 1,378 0,549496 Load Total (P) 0,0 0 ,1 0 ,2 0,3 0,4 0,5 0,8 0,9 1,0 0,9 0,8 0,7
Compression Strain 0,000 0,006 0,012 0,018 0,024 0,030 0,042 0,048 0,054 0,048 0,042 0,036
PT. KA LIMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 0511-4705765 E-mail:
[email protected] [email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Pr o j ec t L o c at i o n
: Po w er Pl an t : Pu Pu l an g Pi Pi s au , Cen t r al Ka Kal i m an t an
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressur sure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,200 0,280 0,370 0,450 0,670 0,840 1,110 1,310 1,400 1,450 1,470 1,620
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,3 16,9 59,4 22,5 36,9 164,000 2,128
After
33,8 22,5 11,3 50,222 1,211
1,0 0,5 1,620 1,640 1,650 1,660 1,670 1,690 1,710 1,740 1,770 1,790 1,800 1,820 2,120
2,0 1 2,120 2,150 2,160 2,170 2,190 2,220 2,250 2,290 2,320 2,350 2,360 2,380 2,510
4,0 2 2,510 2,650 2,720 2,770 2,830 2,950 3,040 3,160 3,210 3,250 3,270 3,290 3,430
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,96 e = (H0-Ht)/Ht Void ratio 2,021 1,067 Water content (w) % 16 1 64,000 50,222 Saturated S = (w*Gs) % 197,583 114,581 Specific Gravity (Gs) Gr/Cm3 2,43 Coefficient compression Cc 0,469 Coefficient swelling Cs 0,054
8,0 4 3,430 3,500 3,540 3,570 3,600 3,660 3,700 3,750 3,780 3,800 3,820 3,830 3,990
16,0 8 3,990 4,100 4,160 4,210 4,260 4,380 4,480 4,600 4,650 4,690 4,710 4,730 4,890
4,0 2 4,890
0,5 0,25 4,740
A Ht
4,740
4,420
= = =
19,94 Ws/A.G 0,463
PT. KA LIMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 0511-4705765 E-mail:
[email protected] [email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Pr o j ec t L o c at i o n
: Po w er Pl an t : Pu l an g Pi s au , Cen t r al K al i m an t an
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1620
0,0500
0,0390
0,0920
0,0560
0,0900
(0,0150)
(0,0320)
0,1620
Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4420
(0,4420)
1,2380
0,7746
1,6714
4 9,840 49
0,0083
1,1880
0,7246
1,5636
5 1,875 51
0,0080
1,1490
0,6856
1,4794
4 9,840 49
0,0083
1,0570
0,5936
1,2809
5 1,875 51
0,0080
1,0010
0,5376
1,1600
4 9,840 49
0,0083
5 1,875 51
0,0080
0,9560
0,4740
0,000
1,0290
0,4890
2,0210
Cm2/detik Cv Tv.Hdr^2 t90
1,1030
0,3990
Fitting time t90
1,1685
0,3430
0,9366
Ht(av) (cm)
1,2130
0,2510
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3190
0,2120
Tested by Counted by Checked by
0,9110
0,4476
0,9658 0,9185
0,9260
0,4626
0,9982
0,9580
0,4946
1,0672
0,9420 0,4790
PT. KA LIMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 0511-7499150 Fax. 0511-4705765 0511-4705765 E-mail:
[email protected] [email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Pr o j e c t L o c at i o n
: Po w er Pl an t : Pu Pu l an g Pi Pi s au , Cen t r al Ka Kal i m an t an
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/det (6)
k=mv.Cv. γω (cm/det) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2380
0,50
1,1880
1,00
1,1490
2,00
1,0570
4,00
1,0010
8,00
0,9110
0,1620
0,1309
0,5234
0,0083
4,36E-06
0,0500
0,0421
0,0842
0,0080
6,74E-07
0,0390
0,0339
0,0339
0,0083
2,83E-07
0,0920
0,0870
0,0435
0,0080
3,49E-07
0,0560
0,0559
0,0140
0,0083
1,17E-07
0,0900
0,0988
0,0123
0,0080
9,89E-08
0,1186
0,0082
9,81E-07
Rat a-r at a
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 17, 2007 : BH-1 : 05,00 - 05,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
1,9 1,7 1,5
e
1,3 1,1 0,9 0,7 0,5 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,070 0,100 0,130 0,170 0,260 0,340 0,530 0,670 0,790 0,870 0,910 1,140
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 75,3 16,9 58,4 21,1 37,3 176,777 2,092
After
32,8 21,1 11,7 55,450 1,175
1,0 0,5 1,140 1,160 1,170 1,190 1,200 1,220 1,240 1,290 1,330 1,360 1,390 1,410 1,600
2,0 1 1,600 1,650 1,660 1,680 1,700 1,740 1,780 1,860 1,870 1,980 2,010 2,040 2,250
4,0 2 2,250 2,320 2,340 2,370 2,390 2,460 2,510 2,630 2,720 2,790 2,830 2,850 3,180
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,94 e = (H0-Ht)/Ht Void ratio 2,136 1,099 Water content (w) % 176,777 55,450 Saturated S = (w*Gs) % 196,156 119,593 Specific Gravity (Gs) Gr/Cm3 2,37 Coefficient compression Cc 0,805 Coefficient swelling Cs 0,093
8,0 4 3,180 3,530 3,560 3,580 3,610 3,780 3,900 4,090 5,210 5,290 5,320 5,360 5,570
16,0 8 5,570 5,700 5,740 5,770 5,810 5,910 5,980 6,040 6,100 6,180 6,270 6,340 6,550
4,0 2 6,550
0,5 0,25 6,300
A Ht
6,300
4,630
= = =
19,94 Ws/A.G 0,446
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1140
0,0460
0,0650
0,0930
0,2390
0,0980
(0,0250)
(0,1670)
0,1140
Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4630
(0,4630)
1,2860
0,8396
1,8810
49,840
0,0083
1,2400
0,7936
1,7779
51,875
0,0080
1,1750
0,7286
1,6323
51,875
0,0080
1,0820
0,6356
1,4240
49,840
0,0083
0,8430
0,3966
0,8885
51,875
0,0080
49,840
0,0083
0,7940
0,6300
0,000
0,9625
0,6550
2,1364
Cm2/detik Cv Tv.Hdr^2 t90
1,1285
0,5570
Fitting time t90
1,2075
0,3180
0,9536
Ht(av) (cm)
1,2630
0,2250
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3430
0,1600
Tested by Counted by Checked by
0,7450
0,2986
0,6690 0,7575
0,7700
0,3236
0,7250
0,9370
0,4906
1,0991
0,8535 0,4685
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2860
0,50
1,2400
1,00
1,1750
2,00
1,0820
4,00
0,8430
8,00
0,7450
0,1140
0,0886
0,3546
0,0083
2,96E-06
0,0460
0,0371
0,0742
0,0080
5,94E-07
0,0650
0,0553
0,0553
0,0080
4,43E-07
0,0930
0,0860
0,0430
0,0083
3,58E-07
0,2390
0,2835
0,0709
0,0080
5,68E-07
0,0980
0,1315
0,0164
0,0083
1,37E-07
0,0082
8,43E-07
Rata-rata
0,1024
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 08,00 - 08,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
2 1,5 e
1 0,5 0 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,070 0,090 0,110 0,130 0,180 0,220 0,280 0,310 0,340 0,370 0,380 0,420
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 75,3 16,9 58,4 21,1 37,3 176,777 2,092
After
31,7 21,1 10,6 50,237 1,136
1,0 0,5 0,420 0,430 0,440 0,450 0,460 0,470 0,480 0,500 0,520 0,530 0,540 0,550 0,660
2,0 1 0,660 0,700 0,720 0,740 0,760 0,810 0,840 0,915 0,980 1,020 1,060 1,080 1,360
4,0 2 1,360 1,420 1,450 1,470 1,500 1,590 1,650 1,790 1,920 2,020 2,090 2,140 2,530
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,97 e = (H0-Ht)/Ht Void ratio 2,318 1,301 Water content (w) % 176,777 50,237 Saturated S = (w*Gs) % 191,263 96,825 Specific Gravity (Gs) Gr/Cm3 2,51 Coefficient compression Cc 0,778 Coefficient swelling Cs 0,130
8,0 4 2,530 2,600 2,640 2,680 2,730 2,810 2,900 3,170 3,210 3,320 3,390 3,420 3,820
16,0 8 3,820 3,950 4,190 4,260 4,330 4,490 4,610 4,800 4,940 5,030 5,090 5,130 5,360
4,0 2 5,360
0,5 0,25 5,030
A Ht
5,030
4,290
= = =
19,94 Ws/A.G 0,422
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,0420
0,0240
0,0700
0,1170
0,1290
0,1540
(0,0330)
(0,0740)
0,0420
Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4290
(0,4290)
1,3580
0,9360
2,2182
49,840
0,0083
1,3340
0,9120
2,1613
51,875
0,0080
1,2640
0,8420
1,9954
49,840
0,0083
1,1470
0,7250
1,7181
51,875
0,0080
1,0180
0,5960
1,4124
49,840
0,0083
51,875
0,0080
0,9410
0,5030
0,000
1,0825
0,5360
2,3177
Cm2/sec Cv Tv.Hdr^2 t90
1,2055
0,3820
Fitting time t90
1,2990
0,2530
0,9780
Ht(av) (cm)
1,3460
0,1360
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3790
0,0660
Tested by Counted by Checked by
0,8640
0,4420
1,0475 0,8805
0,8970
0,4750
1,1257
0,9710
0,5490
1,3010
0,9340 0,4855
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,3580
0,50
1,3340
1,00
1,2640
2,00
1,1470
4,00
1,0180
8,00
0,8640
0,0420
0,0309
0,1237
0,0083
1,03E-06
0,0240
0,0180
0,0360
0,0080
2,88E-07
0,0700
0,0554
0,0554
0,0083
4,62E-07
0,1170
0,1020
0,0510
0,0080
4,09E-07
0,1290
0,1267
0,0317
0,0083
2,64E-07
0,1540
0,1782
0,0223
0,0080
1,78E-07
0,0082
4,39E-07
Rata-rata
0,0533
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
2,6 2,1 e 1,6
1,1 0,6 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,120 0,160 0,180 0,200 0,280 0,330 0,460 0,570 0,630 0,670 0,700 0,810
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,6 16,9 59,7 23,8 35,9 150,840 2,139
After
36,1 23,8 12,3 51,681 1,293
1,0 0,5 0,810 0,830 0,840 0,850 0,856 0,860 0,870 0,900 0,920 0,935 0,950 0,970 1,060
2,0 1 1,060 1,110 1,120 1,130 1,140 1,170 1,200 1,250 1,290 1,310 1,325 1,340 1,460
4,0 2 1,460 1,530 1,550 1,570 1,590 1,640 1,690 1,770 1,830 1,870 1,890 1,910 2,060
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 1,03 e = (H0-Ht)/Ht Void ratio 1,862 1,112 Water content (w) % 150,840 51,681 Saturated S = (w*Gs) % 197,658 113,420 Specific Gravity (Gs) Gr/Cm3 2,44 Coefficient compression Cc 0,462 Coefficient swelling Cs 0,048
8,0 4 2,060 2,170 2,230 2,270 2,320 2,450 2,540 2,750 2,890 2,980 3,030 3,060 3,280
16,0 8 3,280 3,370 3,410 3,440 3,470 3,570 3,650 3,790 3,890 3,950 3,980 4,020 4,210
4,0 2 4,210
0,5 0,25 4,070
A Ht
4,070
3,670
= = =
19,94 Ws/A.G 0,489
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,0810
0,0250
0,0400
0,0600
0,1220
0,0930
(0,0140)
(0,0400)
0,0810
Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,3670
(0,3670)
1,3190
0,8299
1,6965
51,875
0,0080
1,2940
0,8049
1,6454
49,840
0,0083
1,2540
0,7649
1,5637
51,875
0,0080
1,1940
0,7049
1,4410
49,840
0,0083
1,0720
0,5829
1,1916
49,840
0,0083
51,875
0,0080
1,0255
0,4070
0,000
1,1330
0,4210
1,8621
Cm2/sec Cv Tv.Hdr^2 t90
1,2240
0,3280
Fitting time t90
1,2740
0,2060
0,9109
Ht(av) (cm)
1,3065
0,1460
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3595
0,1060
Tested by Counted by Checked by
0,9790
0,4899
1,0015 0,9860
0,9930
0,5039
1,0301
1,0330
0,5439
1,1119
1,0130 0,5165
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,3190
0,50
1,2940
1,00
1,2540
2,00
1,1940
4,00
1,0720
8,00
0,9790
0,0810
0,0614
0,2456
0,0080
1,97E-06
0,0250
0,0193
0,0386
0,0083
3,22E-07
0,0400
0,0319
0,0319
0,0080
2,56E-07
0,0600
0,0503
0,0251
0,0083
2,09E-07
0,1220
0,1138
0,0285
0,0083
2,37E-07
0,0930
0,0950
0,0119
0,0080
9,51E-08
0,0082
5,15E-07
Rata-rata
0,0636
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 15, 2007 : BH-1 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e 1,90 1,70 1,50
e 1,30 1,10 0,90 0,70 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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CONCLUSION of SOIL INVESTIGATION ( BH-2 ) Pr oj ec t
: Po wer Pl an t
Location : Pulang Pisau, Central Kalimantan INVESTIGATION RESULT NO
1 2 3 4
5
6
KIND of TEST
Water Content Unit Weight Specifyc Gravity Liquid Limit Plastic Limit Indeks Plastic Gradation 0,75 0,375 4 8 10 40 100 200 Direct Shear
(%) (Kg/cm3) Gs (%) (%)
19,1 mm 9,5 mm 4,75 mm 2,36 mm 2 mm 0,425 mm 0,15 mm 0,075 mm c (Kg/cm2) ( ) φ Unconfined Compresive Strenght qu (Kg/cm2) qr (Kg/cm2) Sensitivity (St) Consolidation Cc Cs Cv k e Porocity ( n ) ˚
7
8
Soil Classification (Unified Soil Classification System)
BH-2
BH-2
BH-2
BH-2
02,00 - 02,50 m
05,00 - 05,50 m
11,00 - 11,50 m
14,00 - 14,500 m
107,20 1,38 2,30 53,40 41,35 12,05
86,90 1,45 2,38 52,00 42,21 9,79
94,72 1,44 2,51 53,60 50,30 3,30
76,67 1,45 2,35 56,00 48,04 7,96
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,045 6,00 0,035 0,025 1,386 0,647 0,091 8,12E-03 9,47E-07 2,320 0,699
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,035 14,00 0,056 0,041 1,366 0,498 0,073 8,17E-03 7,36E-07 1,922 0,658
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,045 14,50 0,068 0,049 1,388 0,774 0,082 8,17E-03 6,59E-07 2,448 0,710
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,055 9,50 0,031 0,027 1,148 0,469 0,098 8,12E-03 7,23E-07 1,754 0,637
MH
MH
MH
OH
October 01, 2007
Yusti Yudiawati, ST, MT Geotechnical Engineer
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 02,00 - 02,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 45,10 26,90 18,20 10,00 16,90 107,69
Gr Gr Gr Gr Gr % %
2 42,70 25,20 17,50 8,80 16,40 106,71 107,20
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 02,00 - 02,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 251,9 159,1 92,8 3,5 7,0 67,31 1,38
2 251,5 159,1 92,4 3,5 7,0 67,31 1,37 1,38
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 05,00 - 05,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 49,50 30,60 18,90 8,80 21,80 86,70
Gr Gr Gr Gr Gr % %
2 49,40 30,50 18,90 8,80 21,70 87,10 86,90
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 05,00 - 05,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 256,7 159,1 97,6 3,5 7,0 67,31 1,45
2 256,2 159,1 97,1 3,5 7,0 67,31 1,44 1,45
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 11,00 - 11,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 48,90 29,50 19,40 8,70 20,80 93,27
Gr Gr Gr Gr Gr % %
2 39,60 24,50 15,10 8,80 15,70 96,18 94,72
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 11,00 - 11,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 256,3 159,1 97,2 3,5 7,0 67,31 1,44
2 256 159,1 96,9 3,5 7,0 67,31 1,44 1,44
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 14,00 - 14,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 55,00 34,90 20,10 8,70 26,20 76,72
Gr Gr Gr Gr Gr % %
2 49,60 31,90 17,70 8,80 23,10 76,62 76,67
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 14,00 - 14,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 256,9 159,1 97,8 3,5 7,0 67,31 1,45
2 256,2 159,1 97,1 3,5 7,0 67,31 1,44 1,45
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 27, 2007 Sample No. : BH-2 Depth : 02,00 - 02,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 141,90 170,00 50,00 27,00 2,28 0,9983 2,28
Gr T°C cm3 Gr
2 142,10 170,50 50,00 27,00 2,31 0,9983 2,31 2,295
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Sample No. : BH-2 Depth : 05,00 - 05,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 141,80 170,80 50,00 28,00 2,38 0,9980 2,38
Gr T°C cm3 Gr
2 142,00 171,00 50,00 28,00 2,38 0,9980 2,38 2,376
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 20, 2007 Sample No. : BH-2 Depth : 11,00 - 11,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,20 172,40 50,00 28,00 2,53 0,9980 2,52
Gr T°C cm3 Gr
2 142,00 172,00 50,00 28,00 2,50 0,9980 2,50 2,508
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 29, 2007 Sample No. : BH-2 Depth : 14,00 - 14,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,60 171,30 50,00 28,00 2,35 0,9980 2,34
Gr T°C cm3 Gr
2 142,30 171,10 50,00 28,00 2,36 0,9980 2,35 2,348
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 12, 2007 Sample No. : BH-2 Depth : 02,00 - 02,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 13 C1 42,20 30,2 12,0 8,90 21,30 56,34
2 21 C2 38,00 27,8 10,2 8,80 19,00 53,68
3 31 C3 44,10 31,9 12,2 8,90 23,00 53,04
4 43 C4 42,60 31,2 11,4 8,80 22,40 50,89
LIQUID LIMIT GRAPH 57 ) %56 ( t 55 n e t n 54 o 53 c r e 52 t a 51 W 50
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 38,20 29,60 8,60 8,80 20,80 41,346 41,35
LL
PL
PI
53,4
41,35
12,05
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-2 Depth : 05,00 - 05,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 16 C1 47,4 34,3 13,1 10,20 24,10 54,36
2 10 C2 41,7 30,2 11,5 8,90 21,30 53,99
3 30 C3 39,0 29,1 9,9 10,30 18,80 52,66
4 41 C4 43,6 32,1 11,5 8,90 23,20 49,57
LIQUID LIMIT GRAPH 56 ) % ( t 54 n e t n 52 o c r e 50 t a W 48
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 37,30 28,90 8,40 9,00 19,90 42,211 42,21
LL
PL
PI
52
42,21
9,79
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 11,00 - 11,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 14 C1 39,60 28,6 11,0 8,80 19,80 55,56
2 26 C2 42,70 30,9 11,8 8,90 22,00 53,64
3 33 C3 44,30 32,1 12,2 8,80 23,30 52,36
4 46 C4 42,80 31,3 11,5 8,80 22,50 51,11
LIQUID LIMIT GRAPH
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 34,40 25,90 8,50 9,00 16,90 50,296 50,30
LL
PL
PI
53,6
50,30
3,30
56
) %55 ( t n 54 e t n 53 o c r 52 e t a W51 50
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 14,00 - 14,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 13 C1 35,20 25,1 10,1 8,80 16,30 61,96
2 24 C2 42,30 30,5 11,8 8,80 21,70 54,38
3 34 C3 44,20 32,0 12,2 8,80 23,20 52,59
4 46 C4 43,00 31,1 11,9 8,80 22,30 53,36
LIQUID LIMIT GRAPH 65
) % ( t n 60 e t n o c r 55 e t a W 50
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 35,40 26,80 8,60 8,90 17,90 48,045 48,04
LL
PL
PI
56
48,04
7,96
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Sample No. : BH-2 Depth : 02,00 - 02,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,30
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (menit)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
29 29 29 29 29 29 29 29 28 28 28
28 28 28 27 26 24 21 19 16 14 12
26,15 26,15 26,15 25,15 24,15 22,15 19,15 17,15 14,15 12,15 10,15
% refined grain a Rcp x 100 50 86,9358 86,9358 86,9358 83,6113 80,2868 73,6377 63,6642 57,0152 47,0417 40,3927 33,7437
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
29 29 29 28 27 25 22 20 17 15 13
11,70 11,70 11,70 11,90 12,00 12,40 12,90 13,20 13,70 14,00 14,30
0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0130 0,0130 0,0130
0,0882 0,0624 0,0441 0,0315 0,0200 0,0117 0,0085 0,0061 0,0031 0,0013 0,0009
Curve: Distribute Grain Size
100 90 80 ) 70 % ( e v 60 e i s f f 50 o p i l 40 s l a t o 30 T
20 10 0 100,000
10,000
1,000
0,100
0,010
Diameter (mm) 0,001 0,000
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Sample No. : BH-2 Depth : 14,00 - 14,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,38
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (menit)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
28 28 28 28 28 28 28 28 28 27 27
29 29 29 29 28 26 24 22 19 17 14
27,15 27,15 27,15 27,15 26,15 24,15 22,15 20,15 17,15 15,15 12,15
% refined grain a Rcp x 100 50 90,2603 90,2603 90,2603 90,2603 86,9358 80,2868 73,6377 66,9887 57,0152 50,3662 40,3927
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
30 30 30 30 29 27 25 23 20 18 15
11,50 11,50 11,50 11,50 11,70 12,00 12,40 12,70 13,20 13,50 14,00
0,0130 0,0130 0,0130 0,0130 0,0130 0,0130 0,0130 0,0130 0,0130 0,0132 0,0132
0,0882 0,0623 0,0441 0,0312 0,0199 0,0116 0,0084 0,0060 0,0030 0,0013 0,0009
Curve: Distribute Grain Size
100 90 80 ) % (70 e v e60 i s f f50 o p i l 40 s l a t o30 T 20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 25, 2007 Sample No. : BH-2 Depth : 11,00 - 11,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,51
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (menit)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
29 29 29 29 29 29 29 29 28 28 28
27 27 27 26 25 24 23 22 21 19 16
25,15 25,15 25,15 24,15 23,15 22,15 21,15 20,15 19,15 17,15 14,15
% refined grain a Rcp x 100 50 83,6113 83,6113 83,6113 80,2868 76,9623 73,6377 70,3132 66,9887 63,6642 57,0152 47,0417
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
28 28 28 27 26 25 24 23 22 20 17
11,90 11,90 11,90 12,00 12,20 12,40 12,50 12,70 12,90 13,20 13,50
0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0130 0,0130 0,0130
0,0890 0,0629 0,0445 0,0316 0,0202 0,0117 0,0083 0,0059 0,0030 0,0012 0,0009
Curve: Distribute Grain Size
100 90 )80 % (70 e v e60 i s f f 50 o p i l 40 s l a30 t o T20
10 0 100,000
10,000
1,000
0,100
0,010
0,001 (mm) 0,000 Diameter
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 18, 2007 Sample No. : BH-2 Depth : 14,00 - 14,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,35
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (menit)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
29 29 29 29 29 29 29 29 28 28 28
29 29 29 28 27 25 23 20 18 16 13
27,15 27,15 27,15 26,15 25,15 23,15 21,15 18,15 16,15 14,15 11,15
100
% refined grain a Rcp x 100 50 90,2603 90,2603 90,2603 86,9358 83,6113 76,9623 70,3132 60,3397 53,6907 47,0417 37,0682
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
30 30 30 29 28 26 24 21 19 17 14
11,50 11,50 11,50 11,70 11,90 12,20 12,50 13,00 13,30 13,70 14,20
0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0130 0,0130 0,0130
0,0875 0,0619 0,0437 0,0312 0,0199 0,0116 0,0083 0,0060 0,0031 0,0013 0,0009
Curve: Distribute Grain Size
90 ) 80 % ( e 70 v e 60 i s f f 50 o p i l 40 s l a 30 t o T20
10 0 100,000 10,000
1,000
0,100
0,010
0,001 (mm) 0,000 Diameter
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 0,20 0,40 0,60 1,00 1,80 2,40 3,00 3,60 4,20 4,20 4,20
0,00 0,08 0,17 0,25 0,42 0,76 1,01 1,26 1,51 1,76 1,76 1,76
0,00 0,10 0,20 0,40 0,80 1,60 2,20 3,20 4,20 5,00 5,00 5,00
0,00 0,04 0,08 0,17 0,34 0,67 0,92 1,34 1,76 2,10 2,10 2,10
0,00 0,20 0,40 0,70 1,00 2,00 2,80 3,80 4,40 5,20 6,00 6,00 6,00
0,450
9,491
= N/A
0,00 0,08 0,17 0,29 0,42 0,84 1,18 1,60 1,85 2,19 2,52 2,52 2,52
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 m C / g 0,250 K ( s s e r t S 0,200 r a e h S
0,150
0,100
6
o
0,050
0,000 0,00
0,05
0,10
0,15Normal 0,20 Stress 0,25 (Kg/Cm2)0,30
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,045 kg/cm
0,35
0,40
0,45
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 6
°
-4
= P/A
Shear
2
0,101
0,056
0,202
0,067
0,304
0,081
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@ya hoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Tested by Counted by Checked by
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 2,00 2,80 3,60 4,00 4,60 5,20 5,20 5,20
0,00 0,42 0,84 1,18 1,51 1,68 1,93 2,19 2,19 2,19
0,00 1,40 2,40 3,80 4,60 5,80 6,60 6,60 6,60
0,00 0,59 1,01 1,60 1,93 2,44 2,77 2,77 2,77
0,00 1,80 3,20 4,80 5,60 6,60 7,80 8,40 9,60 9,60 9,60
0,400
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT 9,491
= N/A
0,00 0,76 1,34 2,02 2,35 2,77 3,28 3,53 4,03 4,03 4,03
0,101
0,070
0,202
0,089
0,304
0,129
DIRECT SHEAR GRAPH
0,350
0,300
0,250 ) 2 m C / g 0,200 K ( r a e h S
0,150
14
o
0,100
0,050
0,000 0,000
0,050
0,100
0,150 Normal 0,200 0,250 0,300 Stress (Kg/Cm2)
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,035 kg/cm
0,350
0,400
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 14
°
-4
= P/A
Shear
0,450
2
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,60 2,40 3,60 4,20 5,30 5,80 5,80 5,80
0,00 0,67 1,01 1,51 1,76 2,23 2,44 2,44 2,44
0,00 1,30 2,60 4,20 5,00 6,00 6,60 7,00 7,00 7,00
0,00 0,55 1,09 1,76 2,10 2,52 2,77 2,94 2,94 2,94
0,00 2,00 4,00 3,00 7,40 8,60 9,20 10,00 10,00 10,00
0,00 0,84 1,68 1,26 3,11 3,61 3,87 4,20 4,20 4,20
0,450
9,491
= N/A
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 0,250 m C / g K ( r a e 0,200 h S
0,150
14,5 0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,045 kg/cm
0,15Normal 0,20 0,25 0,30 Stress (Kg/Cm2)
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 14,5
°
-4
0,45
2
= P/A
0,101
0,078
0,202
0,094
0,304
0,134
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
9,491 Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,80 2,20 3,40 4,60 5,40 6,00 6,60 6,60 6,60
0,00 0,76 0,92 1,43 1,93 2,27 2,52 2,77 2,77 2,77
0,00 1,60 2,80 4,40 5,60 7,20 8,40 8,40 8,40
0,00 0,67 1,18 1,85 2,35 3,03 3,53 3,53 3,53
0,00 2,00 4,00 5,80 7,60 8,20 9,00 9,80 10,60 11,20 11,20 11,20
0,00 0,84 1,68 2,44 3,19 3,45 3,78 4,12 4,45 4,71 4,71 4,71
= N/A
DIRECT SHEAR GRAPH
0,500
0,450
0,400
0,350
)0,300 2 m C / g 0,250 K ( r a e h S
0,200
0,150 o
9,5 0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,055 kg/cm
0,15 0,20 (Kg/Cm2) 0,25 Normal Stress
0,30
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 9,5
°
-4
2
= P/A
0,101
0,089
0,202
0,113
0,304
0,151
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 92,8 1,38
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,5 1,05 0,8 1,40 0,9 1,75 1,0 2,10 1,2 2,45 1,4 4,90 1,2 3,15 1,0 3,50 0,8 3,85
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477
0,0176 Kg/Cm2 0,0352 Kg/Cm3 1,386 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,5 0,5 0,7 0,8 0,7 0,5 0,4
Compression Stress 0,000 0,006 0,009 0,015 0,024 0,027 0,030 0,036 0,041 0,036 0,030 0,024
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Undisturb (qu)
Remoulded (qr)
0,045
0,050
0,040
0,045 0,040
0,035
0,035
) 0,030 2 m C / 0,025 g K ( s 0,020 s e r t S 0,015
0,030 0,025 0,020 0,015
0,010
0,010
0,005
0,005 0,000
0,000 0,000
0,020
0,040
0,060
Strain (Kg /Cm2)
0,080
0,100
0,000
0,020
0,040
0,060
Strain (Kg /Cm2)
0,080
0,100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 92,40 1,37
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,4 1,05 0,6 1,40 0,8 1,75 0,9 2,10 1,0 2,45 0,8 2,80 0,6 3,15 0,5 3,50
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405
0,0127 Kg/Cm2 0,0254 Kg/Cm3 1,386 0,549496 Load Total (P) 0,0 0,1 0,2 0,2 0,3 0,4 0,5 0,5 0,4 0,3 0,3
Compression Stress 0,000 0,006 0,009 0,012 0,018 0,024 0,027 0,030 0,024 0,018 0,015
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 97,6 1,45
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,4 0,35 0,7 0,70 0,8 1,05 1,0 1,40 1,2 1,75 1,4 2,10 1,6 2,45 1,8 4,90 2,0 3,15 2,2 3,50 2,0 3,85 1,8 4,20 1,5 4,55
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041 0,045 0,049
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550 0,951 18,623
0,028 Kg/Cm2 0,056 Kg/Cm3 1,366 0,549496 Load Total (P) 0,0 0,2 0,4 0,4 0,5 0,7 0,8 0,9 1,0 1,1 1,2 1,1 1,0 0,8
Compression Stress 0,000 0,012 0,022 0,025 0,031 0,037 0,042 0,048 0,053 0,060 0,066 0,059 0,053 0,044
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,070
0,070
0,060
0,060
0,050
0,050
) 2 m 0,040 C / g K ( s s 0,030 e r t S
0,040
0,030
0,020
0,020
0,010
0,010
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 97,1 1,44
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,6 1,05 0,7 1,40 0,8 1,75 1,0 2,10 1,2 2,45 1,4 2,80 1,6 3,15 1,6 3,50 1,4 3,85 1,2 4,20 1,0 4,55
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041 0,045 0,049
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550 0,951 18,623
0,0205 Kg/Cm2 0,041 Kg/Cm3 1,366 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,4 0,5 0,7 0,8 0,9 0,9 0,8 0,7 0,5
Compression Stress 0,000 0,006 0,012 0,018 0,021 0,024 0,030 0,036 0,042 0,048 0,048 0,042 0,036 0,030
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 97,2 1,44
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,4 0,35 0,6 0,70 0,8 1,05 1,0 1,40 1,2 1,75 1,4 2,10 1,6 2,45 1,8 4,90 2,0 3,15 2,2 3,50 2,4 3,85 2,6 4,20 2,8 4,55 2,5 4,90 2,2 5,25 2,0 5,60
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041 0,045 0,049 0,053 0,056 0,060
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550 0,951 18,623 0,947 18,697 0,944 18,772 0,940 18,847
0,034 Kg/Cm2 0,068 Kg/Cm3 1,388 0,549496 Load Total (P) 0,0 0,2 0,3 0,4 0,5 0,7 0,8 0,9 1,0 1,1 1,2 1,3 1,4 1,5 1,4 1,2 1,1
Compression Stress 0,000 0,012 0,018 0,025 0,031 0,037 0,042 0,048 0,053 0,060 0,066 0,071 0,077 0,083 0,073 0,064 0,058
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,09
0,09
0,08
0,08
0,07
0,07
) 0,06 2 m C / 0,05 g K ( s 0,04 s e r t S 0,03
0,06
0,02
0,02
0,01
0,01
0,05
0,04
0,03
0,00
0,00 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
0,050
Strain (Kg /Cm2)
0,060
0,070
0,000
0,010
0,020
0,030
0,040
0,050
Strain (Kg/Cm2)
0,060
0,070
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 96,9 1,44
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,5 0,70 0,7 1,05 0,8 1,40 1,0 1,75 1,2 2,10 1,4 2,45 1,6 2,80 1,8 3,15 2,0 3,50 1,7 3,85 1,5 4,20 1,2 4,55
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041 0,045 0,049
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550 0,951 18,623
0,0245 Kg/Cm2 0,049 Kg/Cm3 1,388 0,549496 Load Total (P) 0,0 0,1 0,3 0,4 0,4 0,5 0,7 0,8 0,9 1,0 1,1 0,9 0,8 0,7
Compression Stress 0,000 0,006 0,015 0,021 0,024 0,030 0,036 0,042 0,048 0,054 0,060 0,051 0,044 0,035
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 97,8 1,45
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,6 1,05 0,8 1,40 0,9 1,75 1,0 2,10 1,2 2,45 1,0 4,90 0,8 3,15 0,6 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405
0,0155 Kg/Cm2 0,031 Kg/Cm3 1,148 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,5 0,5 0,7 0,5 0,4 0,3
Compression Stress 0,000 0,006 0,009 0,018 0,024 0,027 0,030 0,036 0,029 0,024 0,018
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Tested by Counted by Checked by
Undisturb (qu)
Remoulded (qr)
0,040
0,040
0,035
0,035
0,030
0,030
) 2 0,025 m C / g K ( 0,020 s s e r 0,015 t S
0,025
0,020
0,015
0,010
0,010
0,005
0,005
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 97,1 1,44
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,1 0,35 0,2 0,70 0,4 1,05 0,6 1,40 0,7 1,75 0,8 2,10 1,0 2,45 0,8 2,80 0,6 3,15 0,4 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405
0,0135 Kg/Cm2 0,027 Kg/Cm3 1,148 0,549496 Load Total (P) 0,0 0,1 0,1 0,2 0,3 0,4 0,4 0,5 0,4 0,3 0,2
Compression Stress 0,000 0,003 0,006 0,012 0,018 0,021 0,024 0,030 0,024 0,018 0,012
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,110 0,160 0,220 0,270 0,420 0,560 0,850 1,070 1,210 1,280 1,330 1,520
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 73,7 16,9 56,8 19,3 37,5 194,301 2,035
After
29,8 19,3 10,5 54,404 1,067
1,0 0,5 1,520 1,540 1,550 1,560 1,570 1,590 1,620 1,660 1,690 1,720 1,750 1,770 1,930
2,0 1 1,930 1,980 1,990 2,010 2,030 2,070 2,120 2,200 2,250 2,300 2,330 2,350 2,570
4,0 2 2,570 2,680 2,770 2,820 2,880 2,990 3,070 3,210 3,300 3,360 3,400 3,430 3,650
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
e + saturated Before After Height (Ho) Cm 1,4 0,93 e = (H0-Ht)/Ht e 2,320 1,200 Water content (w) % 194,301 54,404 Saturated S = (w*Gs) % 192,239 104,010 Specify Gravity (Gs) Gr/Cm3 2,30 Coefficient compression Cc 0,647 Coefficient swelling Cs 0,091
8,0 4 3,650 3,740 3,780 3,820 3,860 3,950 4,050 4,190 4,280 4,350 4,390 4,420 4,630
16,0 8 4,630 4,760 4,800 4,850 4,890 5,000 5,080 5,240 5,320 5,380 5,410 5,430 5,630
4,0 2 5,630
0,5 0,25 5,400
A Ht
5,400
4,720
= = =
19,94 Ws/A.G 0,422
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Pressure (tegangan) 2 k /cm
End Dial Reading (cm)
0 0,25 0,5 1 2 4 8 2 0,25
Height at end dial every reading Ht (cm)
∆H (cm)
0,0000
0,1520
0,0410
0,0640
0,1080
0,0980
0,1000
(0,0230)
(0,0680)
0,1520
0,4720
(0,4720)
0,000
1,2480
0,8263
1,9592
51,875
0,0080
1,2070
0,7853
1,8620
49,840
0,0083
1,1430
0,7213
1,7103
51,875
0,0080
1,0350
0,6133
1,4542
49,840
0,0083
0,9370
0,5153
1,2218
51,875
0,0080
51,875
0,0080
0,8870
0,5400
2,3197
Cm2/detik Cv Tv.Hdr^2 t90
0,9860
0,5630
Fitting time t90
1,0890
0,4630
0,9783
Ht(av) (cm)
1,1750
0,3650
end of every reading (e)
1,2275
0,2570
1,4000
Void Height (Hv) (cm)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3240
0,1930
Tested by Counted by Checked by
0,8370
0,4153
0,9847 0,8485
0,8600
0,4383
1,0392
0,9280
0,5063
1,2005
0,8940 0,4640
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
mv (cm2/kg) (5) = (4) : (1)
∆H /H
k /cm (1)
(2) 0,00
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
(4) = (3) / (2)
Cv cm2/det (6)
k=mv.Cv. γω (cm/det) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2480
0,50
1,2070
1,00
1,1430
2,00
1,0350
4,00
0,9370
8,00
0,8370
0,1520
0,1218
0,4872
0,0080
3,90E-06
0,0410
0,0340
0,0679
0,0083
5,66E-07
0,0640
0,0560
0,0560
0,0080
4,49E-07
0,1080
0,1043
0,0522
0,0083
4,35E-07
0,0980
0,1046
0,0261
0,0080
2,09E-07
0,1000
0,1195
0,0149
0,0080
1,20E-07
0,0081
9,47E-07
Rata-rata
0,1174
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 02,00 - 02,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
2,1 1,9 1,7 1,5 e 1,3 1,1 0,9 0,7 0,5 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,090 0,130 0,170 0,210 0,350 0,450 0,680 0,860 0,960 1,030 1,060 1,220
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,3 16,9 59,4 22,7 36,7 161,674 2,128
After
33,9 22,7 11,2 49,339 1,214
1,0 0,5 1,220 1,230 1,240 1,250 1,260 1,270 1,300 1,330 1,350 1,380 1,390 1,410 1,540
2,0 1 1,540 1,570 1,590 1,600 1,610 1,650 1,680 1,740 1,790 1,820 1,850 1,870 2,040
4,0 2 2,040 2,100 2,120 2,140 2,170 2,230 2,290 2,390 2,460 2,510 2,540 2,560 2,760
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
e + saturated Before After Height (Ho) Cm 1,4 1,07 e = (H0-Ht)/Ht e 1,922 1,231 Water content (w) % 161,674 49,339 Saturated S = (w*Gs) % 199,856 95,214 Specify Gravity (Gs) Gr/Cm3 2,38 Coefficient compression Cc 0,498 Coefficient swelling Cs 0,073
8,0 4 2,760 2,920 2,990 3,040 3,100 3,210 3,330 3,470 3,570 3,630 3,660 3,690 3,890
16,0 8 3,890 3,900 4,000 4,040 4,080 4,240 4,330 4,470 4,540 4,580 4,610 4,630 4,810
4,0 2 4,810
0,5 0,25 4,600
A Ht
4,600
3,310
= = =
19,94 Ws/A.G 0,479
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Pressure (tegangan) 2 k /cm
End Dial Reading (cm)
0 0,25 0,5 1 2 4 8 2 0,25
Height at end dial every reading Ht (cm)
∆H (cm)
0,0000
0,1220
0,0320
0,0500
0,0720
0,1130
0,0920
(0,0210)
(0,1290)
0,1220
0,3310
(0,3310)
0,000
1,2780
0,7989
1,6676
51,875
0,0080
1,2460
0,7669
1,6008
49,840
0,0083
1,1960
0,7169
1,4964
51,875
0,0080
1,1240
0,6449
1,3461
49,840
0,0083
1,0110
0,5319
1,1103
51,875
0,0080
49,840
0,0083
0,9650
0,4600
1,9222
Cm2/detik Cv Tv.Hdr^2 t90
1,0675
0,4810
Fitting time t90
1,1600
0,3890
0,9209
Ht(av) (cm)
1,2210
0,2760
end of every reading (e)
1,2620
0,2040
1,4000
Void Height (Hv) (cm)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3390
0,1540
Tested by Counted by Checked by
0,9190
0,4399
0,9182 0,9295
0,9400
0,4609
0,9621
1,0690
0,5899
1,2313
1,0045 0,5345
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
mv (cm2/kg) (5) = (4) : (1)
∆H /H
k /cm (1)
(2) 0,00
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
(4) = (3) / (2)
Cv cm2/det (6)
k=mv.Cv. γω (cm/det) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2780
0,50
1,2460
1,00
1,1960
2,00
1,1240
4,00
1,0110
8,00
0,9190
0,1220
0,0955
0,3818
0,0080
3,06E-06
0,0320
0,0257
0,0514
0,0083
4,28E-07
0,0500
0,0418
0,0418
0,0080
3,35E-07
0,0720
0,0641
0,0320
0,0083
2,67E-07
0,1130
0,1118
0,0279
0,0080
2,24E-07
0,0920
0,1001
0,0125
0,0083
1,04E-07
0,0082
7,36E-07
Rata-rata
0,0913
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 05,00 - 05,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
1,9 1,7 1,5 1,3 e
1,1 0,9 0,7 0,5 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,080 0,100 0,130 0,150 0,230 0,290 0,410 0,510 0,580 0,620 0,670 0,860
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 74,7 16,9 57,8 20,3 37,5 184,729 2,070
After
32,5 20,3 12,2 60,099 1,164
1,0 0,5 0,860 0,870 0,880 0,890 0,900 0,910 0,930 0,960 0,990 1,010 1,030 1,040 1,180
2,0 1 1,180 1,210 1,220 1,240 1,260 1,300 1,340 1,400 1,450 1,500 1,530 1,570 1,730
4,0 2 1,730 2,020 2,080 2,120 2,170 2,270 2,360 2,540 2,680 2,800 2,880 2,950 3,280
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
e + saturated Before After Height (Ho) Cm 1,4 0,91 e = (H0-Ht)/Ht e 2,448 1,251 Water content (w) % 184,729 60,099 Saturated S = (w*Gs) % 189,194 120,434 Specify Gravity (Gs) Gr/Cm3 2,51 Coefficient compression Cc 0,774 Coefficient swelling Cs 0,082
8,0 4 3,280 3,510 3,570 3,620 3,670 3,780 3,890 4,060 4,200 4,310 4,370 4,420 4,680
16,0 8 4,680 4,780 4,810 4,850 4,880 4,960 5,030 5,180 5,280 5,350 5,390 5,420 5,590
4,0 2 5,590
0,5 0,25 5,390
A Ht
5,390
4,860
= = =
19,94 Ws/A.G 0,406
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Pressure (tegangan) 2 k /cm
End Dial Reading (cm)
0 0,25 0,5 1 2 4 8 2 0,25
Height at end dial every reading Ht (cm)
∆H (cm)
0,0000
0,0860
0,0320
0,0550
0,1550
0,1400
0,0910
(0,0200)
(0,0530)
0,0860
0,4860
(0,4860)
0,000
1,3140
0,9080
2,2366
49,840
0,0083
1,2820
0,8760
2,1578
51,875
0,0080
1,2270
0,8210
2,0223
49,840
0,0083
1,0720
0,6660
1,6405
51,875
0,0080
0,9320
0,5260
1,2957
49,840
0,0083
51,875
0,0080
0,8865
0,5390
2,4484
Cm2/detik Cv Tv.Hdr^2 t90
1,0020
0,5590
Fitting time t90
1,1495
0,4680
0,9940
Ht(av) (cm)
1,2545
0,3280
end of every reading (e)
1,2980
0,1730
1,4000
Void Height (Hv) (cm)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3570
0,1180
Tested by Counted by Checked by
0,8410
0,4350
1,0715 0,8510
0,8610
0,4550
1,1208
0,9140
0,5080
1,2513
0,8875 0,4570
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
mv (cm2/kg) (5) = (4) : (1)
∆H /H
k /cm (1)
(2) 0,00
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
(4) = (3) / (2)
Cv cm2/det (6)
k=mv.Cv. γω (cm/det) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,3140
0,50
1,2820
1,00
1,2270
2,00
1,0720
4,00
0,9320
8,00
0,8410
0,0860
0,0654
0,2618
0,0083
2,18E-06
0,0320
0,0250
0,0499
0,0080
4,00E-07
0,0550
0,0448
0,0448
0,0083
3,74E-07
0,1550
0,1446
0,0723
0,0080
5,79E-07
0,1400
0,1502
0,0376
0,0083
3,13E-07
0,0910
0,1082
0,0135
0,0080
1,08E-07
0,0082
6,59E-07
Rata-rata
0,0800
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
2,6 2,1 e 1,6
1,1 0,6 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,210 0,240 0,270 0,300 0,370 0,430 0,550 0,670 0,760 0,840 0,900 1,160
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,6 16,9 59,7 23,8 35,9 150,840 2,139
After
36,1 23,8 12,3 51,681 1,293
1,0 0,5 1,160 1,180 1,190 1,200 1,210 1,220 1,240 1,270 1,300 1,320 1,340 1,360 1,510
2,0 1 1,510 1,550 1,560 1,570 1,590 1,610 1,640 1,690 1,740 1,800 1,830 1,850 2,050
4,0 2 2,050 2,200 2,230 2,260 2,290 2,360 2,410 2,490 2,590 2,660 2,700 2,740 2,950
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
e + saturated Before After Height (Ho) Cm 1,4 1,01 e = (H0-Ht)/Ht e 1,754 0,989 Water content (w) % 150,840 51,681 Saturated S = (w*Gs) % 201,899 122,701 Specify Gravity (Gs) Gr/Cm3 2,35 Coefficient compression Cc 0,469 Coefficient swelling Cs 0,098
8,0 4 2,950 3,030 3,060 3,080 3,110 3,170 3,240 3,350 3,440 3,510 3,570 3,600 3,820
16,0 8 3,820 3,930 3,950 3,990 4,100 4,170 4,210 4,310 4,400 4,470 4,520 4,550 4,750
4,0 2 4,750
0,5 0,25 4,450
A Ht
4,450
3,890
= = =
19,94 Ws/A.G 0,508
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Pressure (tegangan) 2 k /cm
End Dial Reading (cm)
0 0,25 0,5 1 2 4 8 2 0,25
Height at end dial every reading Ht (cm)
∆H (cm)
0,0000
0,1160
0,0350
0,0540
0,0900
0,0870
0,0930
(0,0300)
(0,0560)
0,1160
0,3890
(0,3890)
0,000
1,2840
0,7757
1,5262
51,875
0,0080
1,2490
0,7407
1,4573
49,840
0,0083
1,1950
0,6867
1,3511
51,875
0,0080
1,1050
0,5967
1,1740
49,840
0,0083
1,0180
0,5097
1,0028
51,875
0,0080
51,875
0,0080
0,9715
0,4450
1,7544
Cm2/detik Cv Tv.Hdr^2 t90
1,0615
0,4750
Fitting time t90
1,1500
0,3820
0,8917
Ht(av) (cm)
1,2220
0,2950
end of every reading (e)
1,2665
0,2050
1,4000
Void Height (Hv) (cm)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3420
0,1510
Tested by Counted by Checked by
0,9250
0,4167
0,8199 0,9400
0,9550
0,4467
0,8789
1,0110
0,5027
0,9891
0,9830 0,5055
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
mv (cm2/kg) (5) = (4) : (1)
∆H /H
k /cm (1)
(2) 0,00
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
(4) = (3) / (2)
Cv cm2/det (6)
k=mv.Cv. γω (cm/det) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2840
0,50
1,2490
1,00
1,1950
2,00
1,1050
4,00
1,0180
8,00
0,9250
0,1160
0,0903
0,3614
0,0080
2,89E-06
0,0350
0,0280
0,0560
0,0083
4,67E-07
0,0540
0,0452
0,0452
0,0080
3,62E-07
0,0900
0,0814
0,0407
0,0083
3,40E-07
0,0870
0,0855
0,0214
0,0080
1,71E-07
0,0930
0,1005
0,0126
0,0080
1,01E-07
0,0081
7,23E-07
Rata-rata
0,0895
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-2 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e 1,70 1,50 1,30 e
1,10 0,90 0,70 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
CONCLUSION of SOIL INVESTIGATION ( BH-3 ) Project : Power Plant Client : China National Heavy Machinery Corporation (CHMC) Location : Pulang Pisau, Central Kalimantan INVESTIGATION RESULT NO
1 2 3 4
5
6
KIND of TEST
Water Content Unit Weight Specific Gravity Liquid Limit Plastic Limit Indeks Plastic Gradation 0,75 0,375 4 8 10 40 100 200 Direct Shear
7
UCS
8
Consolidation
w γ Gs LL PL PI 19,1 9,5 4,75 2,36 2 0,425 0,15 0,075 c φ qu cu qr Sensitivity Cc Cs Cv k e n
(%) (Kg/cm3) (%) (%) (%) mm mm mm mm mm mm mm mm (Kg/cm2) ( ) qu (Kg/cm2) cu (Kg/cm2) qr (Kg/cm2) (St) ˚
cm2/sec cm/sec
Soil Classification (Unified Soil Classification System)
BH-3
BH-3
BH-3
BH-3
5,0 - 5,5 m
8,0 - 8,5m
11,0 - 11,5 m
14,0 - 14,5m
79,91 1,49 2,29 46,00 35,65 10,35
72,75 1,58 2,57 37,20 31,46 5,74
91,15 1,47 2,46 52,60 43,75 8,85
71,51 1,52 2,55 52,20 39,68 12,52
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,038 11,00 0,031 0,016 0,024 1,292 0,407 0,172 8,17E-03 7,90E-07 1,503 0,600
100,00 100,00 100,00 100,00 100,00 100,00 70,19 25,00 0,054 7,00 0,028 0,014 0,024 1,146 0,440 0,045 8,17E-03 6,25E-07 1,888 0,654
100,00 100,00 100,00 100,00 100,00 100,00 56,09 26,05 0,025 19,00 0,063 0,032 0,047 1,340 0,596 0,106 8,17E-03 6,68E-07 2,085 0,676
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,038 10,50 0,071 0,036 0,040 1,797 0,480 0,051 8,17E-03 5,38E-07 1,866 0,651
ML
ML
MH
OH
October 09, 2007
Yusti Yudiawati, ST, MT Geotechnical Engineer
PT. KAL IMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected] [email protected] d
WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 02,00 - 02,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 44,30 29,40 14,90 10,30 19,10 78,01
Gr Gr Gr Gr Gr % %
2 42,80 27,50 15,30 8,80 18,70 81,82 79,91
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 02,00 - 02,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 259,6 159,1 100,5 3,5 7,0 67,31 1,49
2 259,1 159,1 100,0 3,5 7,0 67,31 1,49 1,49
PT. KAL IMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 08,00 - 08,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 43,00 28,90 14,10 8,90 20,00 70,50
Gr Gr Gr Gr Gr % %
2 38,20 25,60 12,60 8,80 16,80 75,00 72,75
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 08,00 - 08,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 265,4 159,1 106,3 3,5 7,0 67,31 1,58
2 265 159,1 105,9 3,5 7,0 67,31 1,57 1,58
PT. KAL IMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 11,00 - 11,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 44,00 27,10 16,90 8,70 18,40 91,85
Gr Gr Gr Gr Gr % %
2 38,70 24,50 14,20 8,80 15,70 90,45 91,15
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 11,00 - 11,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 258,6 159,1 99,5 3,5 7,0 67,31 1,48
2 258,1 159,1 99,0 3,5 7,0 67,31 1,47 1,47
PT. KAL IMANTAN SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 14,00 - 14,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 40,10 27,10 13,00 8,80 18,30 71,04
Gr Gr Gr Gr Gr % %
2 41,40 28,30 13,10 10,10 18,20 71,98 71,51
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-3 Depth : 14,00 - 14,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 261,6 159,1 102,5 3,5 7,0 67,31 1,52
2 261 159,1 101,9 3,5 7,0 67,31 1,51 1,52
PT. KALIMANTA KA LIMANTAN N SOIL ENGINEERING ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisa Pisau, u, Centra Centrall Kalima Kalimanta ntan n
Date : October 06, 2007 Sample No. : BH-3 Depth : 02,00 - 02,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Specific Gravity Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,00 170,30 50,00 27,00 2,30 0,9983 2,30
Gr T°C cm3 Gr
2 142,40 170,60 50,00 27,00 2,29 0,9983 2,29 2,295
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Sample No. : BH-3 Depth : 08,00 - 08,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,20 172,80 50,00 28,00 2,58 0,9980 2,57
Gr T°C cm3 Gr
2 142,20 172,70 50,00 28,00 2,56 0,9980 2,56 2,566
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 04, 2007 Sample No. : BH-3 Depth : 11,00 - 11,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,00 171,80 50,00 28,00 2,48 0,9980 2,47
Gr T°C cm3 Gr
2 142,30 172,00 50,00 28,00 2,46 0,9980 2,46 2,464
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Sample No. : BH-3 Depth : 14,00 - 14,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,40 172,90 50,00 28,00 2,56 0,9980 2,56
Gr T°C cm3 Gr
2 142,10 172,40 50,00 28,00 2,54 0,9980 2,53 2,546
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 06, 2007 Sample No. : BH-3 Depth : 02,00 - 02,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 13 C1 43,50 32,6 10,9 10,30 22,30 48,88
2 21 C2 36,60 28,1 8,5 10,10 18,00 47,22
3 30 C3 43,80 33,2 10,6 9,90 23,30 45,49
4 48 C4 50,10 38,2 11,9 10,40 27,80 42,81
LIQUID LIMIT GRAPH 50 ) %49 ( t 48 n e 47 t n 46 o c 45 r e 44 t a W43 42
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 39,30 31,60 7,70 10,00 21,60 35,648 35,65
LL
PL
PI
46
35,65
10,35
Silt organic with medium compressibility and silt organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Sample No. : BH-3 Depth : 08,00 - 08,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 16 C1 48,1 36,8 11,3 8,90 27,90 40,50
2 22 C2 44,6 35,1 9,5 8,90 26,20 36,26
3 31 C3 43,1 34,0 9,1 8,80 25,20 36,11
4 46 C4 43,6 34,6 9,0 8,90 25,70 35,02
LIQUID LIMIT GRAPH 41 ) % ( 40 t 39 n e t n 38 o 37 c r e 36 t a 35 W 34
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 36,90 30,20 6,70 8,90 21,30 31,455 31,46
LL
PL
PI
37,2
31,46
5,74
Silt organic with medium compressibility and silt organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Sample No. : BH-3 Depth : 11,00 - 11,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 15 C1 48,50 35,0 13,5 10,30 24,70 54,66
2 27 C2 47,70 34,8 12,9 10,40 24,40 52,87
3 37 C3 47,10 34,8 12,3 10,30 24,50 50,20
4 48 C4 40,50 30,1 10,4 8,80 21,30 48,83
LIQUID LIMIT GRAPH 56 ) 55 % ( t 54 n 53 e t n 52 o c 51 r e t a 50 W49 48
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 34,20 26,50 7,70 8,90 17,60 43,750 43,75
LL
PL
PI
52,6
43,75
8,85
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 06, 2007 Sample No. : BH-3 Depth : 14,00 - 14,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 17 C1 48,30 35,0 13,3 10,30 24,70 53,85
2 26 C2 39,40 29,4 10,0 10,00 19,40 51,55
3 37 C3 41,50 30,9 10,6 9,90 21,00 50,48
4 48 C4 42,90 32,1 10,8 10,20 21,90 49,32
LIQUID LIMIT GRAPH 55
) % ( 54 t n 53 e t n 52 o c r 51 e t a 50 W 49
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 45,40 35,40 10,00 10,20 25,20 39,683 39,68
LL
PL
PI
52,2
39,68
12,52
Silt anorganic with high compresibility and Clay organic
1
10 Blows
100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 07, 2007 Sample No. : BH-3 Depth : 02,00 - 02,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,29
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (minute)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
28 28 28 28 28 28 28 28 28 27 27
28 28 28 27 25 22 19 17 14 12 10
26,15 26,15 26,15 25,15 23,15 20,15 17,15 15,15 12,15 10,15 8,15
100
% of fine grain a Rcp x 100 50 86,9358 86,9358 86,9358 83,6113 76,9623 66,9887 57,0152 50,3662 40,3927 33,7437 27,0947
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
29 29 29 28 26 23 20 18 15 13 11
11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,90 11,90
0,0130 0,0130 0,0130 0,0132 0,0135 0,0140 0,0145 0,0149 0,0151 0,0151 0,0151
0,0889 0,0629 0,0445 0,0319 0,0207 0,0124 0,0091 0,0066 0,0033 0,0014 0,0010
Curve: Distribution Grain Size
90 80 ) % ( e v e i s s e s s a p l a t o T
70 60 50 40 30 20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 04, 2007 Sample No. : BH-3 Depth : 14,00 - 14,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,55
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (minute)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
28 28 28 28 28 28 28 28 28 27 27
29 29 29 28 27 26 25 24 21 19 16
27,15 27,15 27,15 26,15 25,15 24,15 23,15 22,15 19,15 17,15 14,15
100
% of fine grain a Rcp x 100 50 90,2603 90,2603 90,2603 86,9358 83,6113 80,2868 76,9623 73,6377 63,6642 57,0152 47,0417
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
30 30 30 29 28 27 26 25 22 20 17
11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,90 11,90
0,0129 0,0129 0,0129 0,0130 0,0132 0,0133 0,0135 0,0137 0,0141 0,0145 0,0151
0,0882 0,0624 0,0441 0,0314 0,0202 0,0117 0,0084 0,0060 0,0031 0,0013 0,0010
Curve: Distribution Grain Size
90 80 ) % ( e v e i s s e s s a p l a t o T
70 60 50 40 30 20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SEIVE ANALISYS (AASHTO T - 27 - 74) (ASTM C - 136 - 46) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Sample No. : BH-3 Depth : 08,00 - 08,50 m
Tested by Counted by Checked by
Sieve No. 3/4 3/8 4 8 10 40 100 200 Pan
φ (mm) 19,10 9,500 4,750 2,360 2,000 0,425 0,150 0,075
% weight retained 0,00 0,00 0,00 0,00 0,00 0,00 29,81 45,19 25,00
% Kumulatif retained passes 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 29,81 70,192 75,00 25,000
457,60
Total weight
0,0
W soil (gr) 0,00 0,00 0,00 0,00 0,00 0,00 136,40 206,80 114,40
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,1
1,0
10,0
Curve: Distributio n Grain Size
Diameter (mm) 100,0 100 90 80 70 )
% (
60 g
n i s s 50 a p t n 40 e c r e P
30 20 10 0
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
SEIVE ANALISYS (AASHTO T - 27 - 74) (ASTM C - 136 - 46) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Sample No. : BH-3 Depth : 11,00 - 11,50 m
Sieve No. 3/4 3/8 4 8 10 40 100 200 Pan
φ (mm) 19,10 9,500 4,750 2,360 2,000 0,425 0,150 0,075
Total weight
0,0
Tested by Counted by Checked by
W soil (gr) 0,00 0,00 0,00 0,00 0,00 0,00 189,00 129,30 112,10
% weight retained 0,00 0,00 0,00 0,00 0,00 0,00 43,91 30,04 26,05
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
% Kumulatif retained passes 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 43,91 56,087 73,95 26,046
430,40
0,1 Curve: Distribution 1,0 10,0 Grain Size
Diameter (mm) 100,0
100 90 80 70 )
% ( g n i i s 50 a p t n 40 e c r e P
60
30 20 10 0
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,40 2,20 3,20 5,00 5,60 5,60 5,60
0,00 0,59 0,92 1,34 2,10 2,35 2,35 2,35
0,00 1,40 2,60 4,20 5,00 6,20 6,80 6,80 6,80
0,00 0,59 1,09 1,76 2,10 2,61 2,86 2,86 2,86
0,00 2,00 4,00 5,60 7,60 8,80 9,20 9,80 10,40 10,40 10,40
0,00 0,84 1,68 2,35 3,19 3,70 3,87 4,12 4,37 4,37 4,37
0,450
9,491
= N/A
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 m C / g 0,250 K ( s s e r t S 0,200 r a e h S
0,150
11
0,100
o
0,050
0,000 0,00
0,05
0,10
0,15 Normal 0,20 Stress 0,25 (Kg/Cm2)0,30
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,038 kg/cm
0,35
0,40
0,45
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 11
°
-4
2
= P/A
0,101
0,075
0,202
0,091
0,304
0,140
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@ya hoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Tested by Counted by Checked by
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 2,00 3,50 4,20 4,90 5,60 5,60 5,60
0,00 0,42 0,84 1,47 1,76 2,06 2,35 2,35 2,35
0,00 0,80 1,00 1,80 1,80 1,10 2,50 3,10 3,80 4,20 4,80 5,00 5,90 5,90 5,90
0,00 0,34 0,42 0,76 0,76 0,46 1,05 1,30 1,60 1,76 2,02 2,10 2,48 2,48 2,48
0,00 2,00 4,00 4,80 5,60 6,40 7,20 7,80 7,80 7,80
0,400
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT 9,491
= N/A
0,00 0,84 1,68 2,02 2,35 2,69 3,03 3,28 3,28 3,28
0,101
0,075
0,202
0,079
0,304
0,105
DIRECT SHEAR GRAPH
0,350
0,300
0,250 ) 2 m C / g K ( 0,200 r a e h S
0,150
7
0,100
o
0,050
0,000 0,000
0,050
0,100
0,150 Normal 0,200 0,250 0,300 Stress (Kg/Cm2)
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,054 kg/cm
0,350
0,400
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 7
°
-4
= P/A
Shear
0,450
2
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,20 2,00 3,00 4,20 4,60 5,00 5,00 5,00
0,00 0,50 0,84 1,26 1,76 1,93 2,10 2,10 2,10
0,00 1,60 2,40 4,00 5,00 6,00 6,80 7,20 7,20 7,20
0,00 0,67 1,01 1,68 2,10 2,52 2,86 3,03 3,03 3,03
0,00 2,00 4,00 6,00 7,20 8,40 9,40 10,00 10,60 10,60 10,60
0,00 0,84 1,68 2,52 3,03 3,53 3,95 4,20 4,45 4,45 4,45
0,450
9,491
= N/A
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 0,250 m C / g K ( r a e 0,200 h S
0,150
19
0,100
o
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,025 kg/cm
0,15Normal 0,20 0,25 0,30 Stress (Kg/Cm2)
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 19
°
-4
0,45
2
= P/A
0,101
0,067
0,202
0,097
0,304
0,143
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(minute)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 2,00 3,00 3,60 4,40 5,40 6,20 6,20 6,20
0,00 0,42 0,84 1,26 1,51 1,85 2,27 2,61 2,61 2,61
0,00 1,60 2,60 3,80 4,80 6,00 7,00 8,00 8,50 8,50 8,50
0,00 0,67 1,09 1,60 2,02 2,52 2,94 3,36 3,57 3,57 3,57
0,00 2,00 4,00 5,00 6,00 6,80 7,60 8,80 9,40 10,60 11,40 12,20 12,20 12,20
0,00 0,84 1,68 2,10 2,52 2,86 3,19 3,70 3,95 4,45 4,79 5,13 5,13 5,13
0,500
9,491
= N/A
DIRECT SHEAR GRAPH
0,450
0,400
0,350
)0,300 2 m C / g K (0,250 r a e h S
0,200
0,150
10,5 0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,038 kg/cm
0,15 0,20 (Kg/Cm2) 0,25 Normal Stress
0,30
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 10,5
°
-4
2
= P/A
0,101
0,083
0,202
0,114
0,304
0,164
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 100,5 1,49
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,6 1,05 0,8 1,40 1,0 1,75 1,1 2,10 1,2 2,45 1,0 4,90 0,8 3,15 0,6 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405
0,0155 Kg/Cm2 0,031 Kg/Cm3 1,292 0,549496 Total Load (P) 0,0 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,5 0,4 0,3
Compression Stress 0,000 0,006 0,012 0,018 0,024 0,030 0,033 0,036 0,029 0,024 0,018
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Tested by Counted by Checked by
Undisturb (qu)
Remoulded (qr)
0,040
0,040
0,035
0,035
0,030
0,030
) 2 0,025 m C / g K ( 0,020 s s e r 0,015 t S
0,025
0,020
0,015
0,010
0,010
0,005
0,005
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 100,00 1,49
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,5 1,05 0,7 1,40 0,8 1,75 1,0 2,10 0,8 2,45 0,6 2,80 0,5 3,15
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333
0,012 Kg/Cm2 0,024 Kg/Cm3 1,292 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,4 0,5 0,4 0,3 0,3
Compression Strain 0,000 0,006 0,009 0,015 0,021 0,024 0,030 0,024 0,018 0,015
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 106,3 1,58
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,1 0,35 0,3 0,70 0,4 1,05 0,6 1,40 0,7 1,75 0,8 2,10 0,9 2,45 1,0 4,90 0,8 3,15 0,6 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405
0,01375 Kg/Cm2 0,028 Kg/Cm3 1,146 0,549496 Total Load (P) 0,0 0,1 0,2 0,2 0,3 0,4 0,4 0,5 0,5 0,4 0,3
Compression Stress 0,000 0,003 0,009 0,012 0,018 0,021 0,024 0,027 0,029 0,024 0,018
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,035
0,035
0,030
0,030
0,025
0,025
) 2 m C / 0,020 g K ( s s 0,015 e r t S
0,020
0,015
0,010
0,010
0,005
0,005
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 105,9 1,57
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,4 1,05 0,6 1,40 0,7 1,75 0,9 2,10 0,8 2,45 0,6 2,80 0,4 3,15
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333
0,012 Kg/Cm2 0,024 Kg/Cm3 1,146 0,549496 Load Total (P) 0,0 0,1 0,2 0,2 0,3 0,4 0,5 0,4 0,3 0,2
Compression Strain 0,000 0,006 0,009 0,012 0,018 0,021 0,027 0,024 0,018 0,012
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 99,5 1,48
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,8 0,70 1,2 1,05 1,6 1,40 1,8 1,75 2,0 2,10 2,2 2,45 2,0 4,90 1,8 3,15 1,5 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405
0,0315 Kg/Cm2 0,063 Kg/Cm3 1,340 0,549496 Total Load (P) 0,0 0,1 0,4 0,7 0,9 1,0 1,1 1,2 1,1 1,0 0,8
Compression Stress 0,000 0,006 0,025 0,037 0,049 0,055 0,061 0,066 0,059 0,054 0,045
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,07
0,07
0,06
0,06
0,05
0,05
) 2 m C / 0,04 g K ( s s 0,03 e r t S
0,04
0,03
0,02
0,02
0,01
0,01
0,00
0,00 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg/Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 99 1,47
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,5 0,70 0,8 1,05 1,0 1,40 1,2 1,75 1,5 2,10 1,6 2,45 1,8 2,80 1,6 3,15 1,4 3,50 1,1 3,85
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477
0,0235 Kg/Cm2 0,047 Kg/Cm3 1,340 0,549496 Load Total (P) 0,0 0,1 0,3 0,4 0,5 0,7 0,8 0,9 1,0 0,9 0,8 0,6
Compression Strain 0,000 0,006 0,015 0,025 0,031 0,037 0,045 0,048 0,054 0,048 0,042 0,033
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (minute) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 102,5 1,52
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,3 0,35 0,6 0,70 0,8 1,05 1,0 1,40 1,2 1,75 1,6 2,10 2,0 2,45 2,3 4,90 2,5 3,15 2,8 3,50 2,6 3,85 2,3 4,20 2,1 4,55
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041 0,045 0,049
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550 0,951 18,623
0,0355 Kg/Cm2 0,071 Kg/Cm3 1,797 0,549496 Total Load (P) 0,0 0,2 0,3 0,4 0,5 0,7 0,9 1,1 1,3 1,4 1,5 1,4 1,3 1,2
Compression Stress 0,000 0,009 0,018 0,025 0,031 0,037 0,049 0,060 0,068 0,075 0,084 0,077 0,068 0,062
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Tested by Counted by Checked by
Undisturb (qu)
Remoulded (qr)
0,09
0,09
0,08
0,08
0,07
0,07
) 0,06 2 m C / 0,05 g K ( s 0,04 s e r t S 0,03
0,06
0,02
0,02
0,01
0,01
0,05
0,04
0,03
0,00
0,00 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 101,9 1,51
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,6 1,05 0,8 1,40 1,1 1,75 1,3 2,10 1,6 2,45 1,4 2,80 1,2 3,15 1,0 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Tense ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405
0,01975 Kg/Cm2 0,0395 Kg/Cm3 1,797 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,6 0,7 0,9 0,8 0,7 0,5
Compression Strain 0,000 0,006 0,012 0,018 0,024 0,033 0,039 0,048 0,042 0,036 0,030
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,170 0,270 0,340 0,410 0,590 0,730 0,970 1,080 1,130 1,160 1,180 1,300
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 78,7 16,9 61,8 25,6 36,2 141,406 2,214
36,9 25,6 11,3 44,141 1,322
1,0 0,5 1,300 1,330 1,340 1,350 1,360 1,380 1,400 1,430 1,450 1,470 1,480 1,490 1,590
2,0 1 1,590 1,630 1,650 1,670 1,700 1,760 1,790 1,860 1,900 1,930 1,950 1,970 2,100
4,0 2 2,100 2,220 2,320 2,370 2,430 2,530 2,590 2,700 2,750 2,790 2,810 2,830 2,990
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
After Height (Ho) Cm e = (H 0-Ht)/Ht Void ratio Water content (w) % Saturated S = (w*Gs)/e % Specific Gravity (Gs) Gr/Cm3 Coefficient compression Cc Coefficient swelling Cs
8,0 4 2,990 3,080 3,140 3,180 3,230 3,350 3,430 3,530 3,590 3,620 3,650 3,670 3,820
16,0 8 3,820 3,940 4,000 4,050 4,110 4,230 4,320 4,430 4,480 4,510 4,550 4,580 4,730
4,0 2 4,730
0,5 0,25 4,150
A Ht
4,150
Before After 1,4 1,09 1,503 0,940 141,406 44,141 215,972 107,822 2,29 0,407 0,172
3,150
= = =
19,94 Ws/A.G 0,559
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1300
0,0290
0,0510
0,0890
0,0830
0,0910
(0,0580)
(0,1000)
0,1300
Tested by Counted by Checked by Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,3150
(0,3150)
0,7106
1,2702
49,840
0,0083
1,2410
0,6816
1,2184
51,875
0,0080
1,1900
0,6306
1,1272
49,840
0,0083
1,1010
0,5416
0,9681
51,875
0,0080
1,0180
0,4586
0,8198
49,840
0,0083
51,875
0,0080
0,9725
0,4150
1,2700
1,0595
0,4730
0,000
1,1455
0,3820
1,5026
Cm2/sec Cv Tv.Hdr^2 t90
1,2155
0,2990
Fitting time t90
1,2555
0,2100
0,8406
Ht(av) (cm)
1,3350
0,1590
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,9270
0,3676
0,6571 0,9560
0,9850
0,4256
0,7608
1,0850
0,5256
0,9395
1,0350 0,5425
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv Cm2/sec (6)
k=mv.Cv. γω Cm/sec -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2700
0,50
1,2410
1,00
1,1900
2,00
1,1010
4,00
1,0180
8,00
0,9270
0,1300
0,1024
0,4094
0,0083
3,41E-06
0,0290
0,0234
0,0467
0,0080
3,74E-07
0,0510
0,0429
0,0429
0,0083
3,57E-07
0,0890
0,0808
0,0404
0,0080
3,24E-07
0,0830
0,0815
0,0204
0,0083
1,70E-07
0,0910
0,0982
0,0123
0,0080
9,83E-08
0,0082
7,90E-07
Rata-rata
0,0954
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 02,00 - 02,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
1,4 1,2
e
1 0,8 0,6 0,4 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,100 0,140 0,200 0,260 0,430 0,530 0,710 0,820 0,880 0,910 0,920 1,010
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 78 16,9 61,1 24,8 36,3 146,371 2,189
After
36,7 24,8 11,9 47,984 1,315
1,0 0,5 1,010 1,030 1,040 1,050 1,060 1,070 1,090 1,120 1,140 1,150 1,160 1,170 1,270
2,0 1 1,270 1,300 1,320 1,340 1,360 1,400 1,430 1,480 1,520 1,540 1,560 1,580 1,660
4,0 2 1,660 1,760 1,820 1,870 1,910 2,030 2,100 2,210 2,290 2,340 2,370 2,400 2,560
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 1,03 e = (H0-Ht)/Ht Void ratio 1,888 1,133 Water content (w) % 146,371 47,984 Saturated S = (w*Gs)/e % 198,905 108,658 Specific Gravity (Gs) Gr/Cm3 2,57 Coefficient compression Cc 0,440 Coefficient swelling Cs 0,045
8,0 4 2,560 2,720 2,790 2,840 2,880 2,980 3,030 3,130 3,190 3,220 3,240 3,260 3,410
16,0 8 3,410 3,520 3,580 3,620 3,660 3,760 3,820 3,920 3,970 4,000 4,020 4,040 4,220
4,0 2 4,220
0,5 0,25 4,090
A Ht
4,090
3,660
= = =
19,94 Ws/A.G 0,485
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1010
0,0260
0,0390
0,0900
0,0850
0,0810
(0,0130)
(0,0430)
0,1010
Tested by Counted by Checked by Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,3660
(0,3660)
0,8142
1,6796
49,840
0,0083
1,2730
0,7882
1,6260
51,875
0,0080
1,2340
0,7492
1,5455
51,875
0,0080
1,1440
0,6592
1,3599
49,840
0,0083
1,0590
0,5742
1,1845
51,875
0,0080
49,840
0,0083
1,0185
0,4090
1,2990
1,1015
0,4220
0,000
1,1890
0,3410
1,8880
Cm2/sec Cv Tv.Hdr^2 t90
1,2535
0,2560
Fitting time t90
1,2860
0,1660
0,9152
Ht(av) (cm)
1,3495
0,1270
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,9780
0,4932
1,0174 0,9845
0,9910
0,5062
1,0443
1,0340
0,5492
1,1330
1,0125 0,5170
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv Cm2/sec (6)
k=mv.Cv. γω Cm/sec -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2990
0,50
1,2730
1,00
1,2340
2,00
1,1440
4,00
1,0590
8,00
0,9780
0,1010
0,0778
0,3110
0,0083
2,59E-06
0,0260
0,0204
0,0408
0,0080
3,27E-07
0,0390
0,0316
0,0316
0,0080
2,53E-07
0,0900
0,0787
0,0393
0,0083
3,28E-07
0,0850
0,0803
0,0201
0,0080
1,61E-07
0,0810
0,0828
0,0104
0,0083
8,63E-08
0,0082
6,25E-07
Rata-rata
0,0755
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 08,00 - 08,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
1,9 1,7 e
1,5 1,3 1,1 0,9 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,070 0,100 0,130 0,160 0,240 0,310 0,480 0,610 0,710 0,770 0,810 0,970
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,4 16,9 59,5 22,3 37,2 166,816 2,131
After
34,3 22,3 12 53,812 1,229
1,0 0,5 0,970 0,980 0,990 1,000 1,010 1,030 1,050 1,080 1,110 1,140 1,160 1,170 1,320
2,0 1 1,320 1,360 1,370 1,380 1,400 1,440 1,470 1,540 1,600 1,640 1,670 1,700 1,900
4,0 2 1,900 1,970 1,990 2,020 2,040 2,100 2,150 2,250 2,360 2,430 2,490 2,540 2,780
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,98 e = (H0-Ht)/Ht Void ratio 2,085 1,164 Water content (w) % 166,816 53,812 Saturated S = (w*Gs)/ % 197,172 113,941 Specific Gravity (Gs) Gr/Cm3 2,46 Coefficient compression Cc 0,596 Coefficient swelling Cs 0,106
8,0 4 2,780 2,960 3,030 3,090 3,140 3,260 3,340 3,540 3,640 3,720 3,770 3,810 3,980
16,0 8 3,980 4,130 4,170 4,210 4,240 4,340 4,420 4,550 4,670 4,730 4,770 4,820 5,040
4,0 2 5,040
0,5 0,25 4,750
A Ht
4,750
4,180
= = =
19,94 Ws/A.G 0,454
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,0970
0,0350
0,0580
0,0880
0,1200
0,1060
(0,0290)
(0,0570)
0,0970
Tested by Counted by Checked by Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4180
(0,4180)
0,8492
1,8711
49,840
0,0083
1,2680
0,8142
1,7940
51,875
0,0080
1,2100
0,7562
1,6662
49,840
0,0083
1,1220
0,6682
1,4723
51,875
0,0080
1,0020
0,5482
1,2079
49,840
0,0083
51,875
0,0080
0,9490
0,4750
1,3030
1,0620
0,5040
0,000
1,1660
0,3980
2,0848
Cm2/detik Cv Tv.Hdr^2 t90
1,2390
0,2780
Fitting time t90
1,2855
0,1900
0,9462
Ht(av) (cm)
1,3515
0,1320
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,8960
0,4422
0,9743 0,9105
0,9250
0,4712
1,0382
0,9820
0,5282
1,1638
0,9535 0,4910
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω Cm/sec -3 (7) = (5) x (6) x 10
1,4000
0,25
1,3030
0,50
1,2680
1,00
1,2100
2,00
1,1220
4,00
1,0020
8,00
0,8960
0,0970
0,0744
0,2978
0,0083
2,48E-06
0,0350
0,0276
0,0552
0,0080
4,42E-07
0,0580
0,0479
0,0479
0,0083
4,00E-07
0,0880
0,0784
0,0392
0,0080
3,14E-07
0,1200
0,1198
0,0299
0,0083
2,50E-07
0,1060
0,1183
0,0148
0,0080
1,18E-07
0,0082
6,68E-07
Rata-rata
0,0808
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
2 1,8 1,6 e
1,4 1,2 1 0,8 0,6 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,150 0,200 0,220 0,240 0,290 0,340 0,430 0,500 0,580 0,630 0,660 0,820
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 78,1 16,9 61,2 24,8 36,4 146,774 2,192
After
37,6 24,8 12,8 51,613 1,347
1,0 0,5 0,820 0,830 0,840 0,845 0,850 0,860 0,880 0,910 0,930 0,960 0,970 0,980 1,120
2,0 1 1,120 1,140 1,150 1,160 1,170 1,190 1,220 1,270 1,310 1,340 1,370 1,390 1,550
4,0 2 1,550 1,610 1,630 1,640 1,660 1,670 1,760 1,840 1,920 1,990 2,030 2,070 2,290
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 1,04 e = (H0-Ht)/Ht Void ratio 1,866 1,121 Water content (w) % 146,774 51,613 Saturated S = (w*Gs)/ % 200,269 117,245 Specific Gravity (Gs) Gr/Cm3 2,55 Coefficient compression Cc 0,480 Coefficient swelling Cs 0,051
8,0 4 2,290 2,430 2,480 2,520 2,560 2,650 2,720 2,850 2,950 3,030 3,080 3,110 3,310
16,0 8 3,310 3,390 3,470 3,500 3,530 3,620 3,700 3,860 3,990 4,060 4,110 4,190 4,350
4,0 2 4,350
0,5 0,25 4,200
A Ht
4,200
3,640
= = =
19,94 Ws/A.G 0,489
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,0820
0,0300
0,0430
0,0740
0,1020
0,1040
(0,0150)
(0,0560)
0,0820
Tested by Counted by Checked by Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,3640
(0,3640)
0,8295
1,6981
51,875
0,0080
1,2880
0,7995
1,6366
49,840
0,0083
1,2450
0,7565
1,5486
51,875
0,0080
1,1710
0,6825
1,3971
49,840
0,0083
1,0690
0,5805
1,1883
49,840
0,0083
51,875
0,0080
1,0170
0,4200
1,3180
1,1200
0,4350
0,000
1,2080
0,3310
1,8659
Cm2/sec Cv Tv.Hdr^2 t90
1,2665
0,2290
Fitting time t90
1,3030
0,1550
0,9115
Ht(av) (cm)
1,3590
0,1120
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,9650
0,4765
0,9754 0,9725
0,9800
0,4915
1,0061
1,0360
0,5475
1,1208
1,0080 0,5180
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Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω Cm/sec -3 (7) = (5) x (6) x 10
1,4000
0,25
1,3180
0,50
1,2880
1,00
1,2450
2,00
1,1710
4,00
1,0690
8,00
0,9650
0,0820
0,0622
0,2489
0,0080
1,99E-06
0,0300
0,0233
0,0466
0,0083
3,88E-07
0,0430
0,0345
0,0345
0,0080
2,77E-07
0,0740
0,0632
0,0316
0,0083
2,63E-07
0,1020
0,0954
0,0239
0,0083
1,99E-07
0,1040
0,1078
0,0135
0,0080
1,08E-07
0,0082
5,38E-07
Rata-rata
0,0665
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-3 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e 1,90 1,70 1,50
e 1,30 1,10 0,90 0,70 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
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CONCLUSION CONCLUSION of SOIL INVESTIGATION INVESTIGATION ( BH-4 B H-4 ) Proje roject ct
: Pow Powe er Pla Plant nt
Location : Pulang Pisau, Pisau, Central Central Kalimantan Kalimantan INVESTIGATION RESULT NO
1 2 3 4
5
6 7
8
KIND of TEST
Water Content Unit Weight Specific Gravity Liquid Limit Plastic Limit Indeks Plastic Gradation 0,75 0,375 4 8 10 40 100 200 Direct Shear UCS
Consolidation
w γ Gs LL PL PI 19,1 9,5 4,75 2,36 2 0,425 0,15 0,075 c φ qu cu qr Sensitivity Cc Cs Cv k e n
(%) (Kg/cm3) (%) (%) (%) mm mm mm mm mm mm mm mm (Kg/cm2) ( ) qu (Kg/cm2) cu (Kg/cm2) qr (Kg/cm2) (St) ˚
cm2/sec cm/sec
Soil Classification (Unified Soil Classification System)
B H-4
B H-4
B H-4
B H-4
02,0 02,00 0 - 02, 02,50 50 m
05,0 05,00 0 - 05, 05,50 50 m
11,0 11,00 0 - 11, 11,50 50 m
14,0 14,00 0 - 14, 14,50 500 0m
80,98 1,49 2,29 48,80 34,44 14,36
79,64 1,47 2,15 48,70 39,69 9,01
86,27 1,46 2,44 48,10 38,69 9,41
76,20 1,50 2,51 46,60 39,15 7,45
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,024 11,50 0,025
100,00 100,00 100,00 100,00 100,00 100,00 100,00 100,00 0,051 10,00 0,035
100,00 100,00 100,00 100,00 100,00 100,00 38,16 19,87 0,030 11,00 0,045
100,00 100,00 100,00 100,00 100,00 92,87 58,08 29,59 0,040 9,00 0,051
0,020 1,282 0,475 0,049 8,12E-03 8,71E-07 1,750 0,636
0,018 1,944 0,430 0,058 8,02E-03 9,00E-07 1,588 0,614
0,030 1,500 0,760 0,122 8,17E-03 6,31E-07 2,323 0,699
0,035 1,457 0,481 0,087 8,12E-03 7,00E-07 1,949 0,661
ML
ML
ML
CL
October 09, 2007
Yusti Yudiawati, ST, MT Geotechnical Engineer
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WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-4 Depth : 02,00 - 02,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 44,00 29,10 14,90 10,30 18,80 79,26
Gr Gr Gr Gr Gr % %
2 42,60 27,30 15,30 8,80 18,50 82,70 80,98
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : October 02, 2007 Sample No. : BH-4 Depth : 02,00 - 02,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 259,8 159,1 100,7 3,5 7,0 67,31 1,50
2 259,2 159,1 100,1 3,5 7,0 67,31 1,49 1,49
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WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : September 25, 2007 Sample No. : BH-4 Depth : 05,00 - 05,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 39,80 26,50 13,30 10,00 16,50 80,61
Gr Gr Gr Gr Gr % %
2 46,60 30,00 16,60 8,90 21,10 78,67 79,64
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : September 25, 2007 Sample No. : BH-4 Depth : 05,00 - 05,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 258,4 159,1 99,3 3,5 7,0 67,31 1,48
2 257,8 159,1 98,7 3,5 7,0 67,31 1,47 1,47
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WATER CONTENT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : September 25, 2007 Sample No. : BH-4 Depth : 11,00 - 11,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 40,70 25,80 14,90 8,90 16,90 88,17
Gr Gr Gr Gr Gr % %
2 50,10 31,20 18,90 8,80 22,40 84,38 86,27
UNIT WEIGHT Pr o j ec t Location Location
: Po w er Pl an t : Pula Pulang ng Pisau, isau, Centra entrall Ka Kalimanta limantan n
Date : September 25, 2007 Sample No. : BH-4 Depth : 11,00 - 11,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 257,3 159,1 98,2 3,5 7,0 67,31 1,46
2 256,8 159,1 97,7 3,5 7,0 67,31 1,45 1,46
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WATER CONTENT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Sample No. : BH-4 Depth : 14,00 - 14,50 m
Container No. Cont. Weight + Wet Soil Cont. Weight + Dry Soil Water Weight Container Weight Weight Dry WATER CONTENT Av erage
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 34,60 24,20 10,40 10,40 13,80 75,36
Gr Gr Gr Gr Gr % %
2 32,70 22,30 10,40 8,80 13,50 77,04 76,20
UNIT WEIGHT Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Sample No. : BH-4 Depth : 14,00 - 14,50 m
Container No. W Ring + Wet soil W Ring W wet soil Diameter Ring H Ring Volume Unit Weight Av erage
Tested by Counted by Checked by
Gr Gr Gr Cm Cm 3 Cm 3 Gr/Cm 3 Gr/Cm
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 260,1 159,1 101 3,5 7,0 67,31 1,50
2 259,4 159,1 100,3 3,5 7,0 67,31 1,49 1,50
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 04, 2007 Sample No. : BH-4 Depth : 02,00 - 02,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,10 170,30 50,00 27,00 2,29 0,9983 2,29
Gr T°C cm3 Gr
2 142,30 170,60 50,00 27,00 2,30 0,9983 2,30 2,295
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 29, 2007 Sample No. : BH-4 Depth : 05,00 - 05,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,00 167,70 50,00 28,00 2,06 0,9980 2,05
Gr T°C cm3 Gr
2 142,40 170,20 50,00 28,00 2,25 0,9980 2,25 2,151
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Sample No. : BH-4 Depth : 11,00 - 11,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,40 171,90 50,00 28,00 2,44 0,9980 2,43
Gr T°C cm3 Gr
2 142,10 171,70 50,00 28,00 2,45 0,9980 2,45 2,440
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SPECIFIC GRAVITY TEST (ASTM D - 854 - 58) (AASHTO T - 100 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Sample No. : BH-4 Depth : 14,00 - 14,50 m
No 1 2 3 4 5 6 7 8
Tested by Counted by Checked by
Picnometer No. W Picno + Water, W1 W Picno + Soil + Water, W2 W Dry, W3 Temperatur Campuran Air + Tanah, TºC Gs (at TºC) = W3 / [(W1 + W3) - W2] Correction, A Gs (at 20ºC) = Gs (at TºC) x A Specific Gravity
Table : Temperatur Correction T C T C Correction 15 1,0009 21 16 1,0007 22 17 1,0006 23 18 1,0004 24 19 1,0002 25 20 1,0000 26 Table : Water Intencity ( w) T C w 15 0,999129 16 0,9990 17 0,9988 18 0,9986 19 0,9984 20 0,9982
T
C 21 22 23 24 25 26
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1 142,00 172,20 50,00 28,00 2,53 0,9980 2,52
Gr T°C cm3 Gr
2 142,20 172,30 50,00 28,00 2,51 0,9980 2,51 2,514
Correction 0,9998 0,9996 0,9993 0,9991 0,9988 0,9986
T
C 27 28 29 30 31 32
Correction 0,9983 0,9980 0,9977 0,9974
w 0,9980 0,9978 0,9976 0,9973 0,9971 0,9968
T
C 27 28 29 30 31 32
w 0,9965 0,9963 0,9960 0,9957
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 05, 2007 Sample No. : BH-4 Depth : 02,00 - 02,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 16 C1 56,70 40,5 16,2 8,80 31,70 51,10
2 28 C2 48,90 36,4 12,5 10,40 26,00 48,08
3 32 C3 43,20 32,1 11,1 8,90 23,20 47,84
4 47 C4 45,50 34,1 11,4 8,90 25,20 45,24
LIQUID LIMIT GRAPH 52 ) %51 ( t 50 n e 49 t n 48 o c 47 r e 46 t a W45 44
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 33,00 26,80 6,20 8,80 18,00 34,444 34,44
LL
PL
PI
48,8
34,44
14,36
Silt anorganic with medium compresibility and silt organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Sample No. : BH-4 Depth : 05,00 - 05,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 13 C1 51,0 37,4 13,6 10,30 27,10 50,18
2 26 C2 47,6 35,3 12,3 10,40 24,90 49,40
3 37 C3 43,2 32,1 11,1 8,80 23,30 47,64
4 46 C4 42,0 31,6 10,4 8,80 22,80 45,61
LIQUID LIMIT GRAPH 52 ) % ( t 50 n e t n 48 o c r e 46 t a W 44
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 37,40 29,70 7,70 10,30 19,40 39,691 39,69
LL
PL
PI
48,7
39,69
9,01
Silt anorganic with medium compresibility and silt organic
1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Sample No. : BH-4 Depth : 11,00 - 11,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 14 C1 51,40 37,9 13,5 10,40 27,50 49,09
2 28 C2 47,80 35,6 12,2 10,40 25,20 48,41
3 36 C3 43,50 32,3 11,2 8,80 23,50 47,66
4 47 C4 42,10 31,7 10,4 8,80 22,90 45,41
LIQUID LIMIT GRAPH
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 37,80 30,10 7,70 10,20 19,90 38,693 38,69
LL
PL
PI
48,1
38,69
9,41
50 ) % ( 49 t n e 48 t n o c 47 r e t a 46 W
Silt anorganic with medium compresibility and silt organic
45 1
10 Blows
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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ATTERB ERG LIMIT TEST (AASHTO T - 89 - 74 / AASHTO T - 90 - 74) (ASTM D - 423 - 66 / ASTM D - 424 - 74) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Sample No. : BH-4 Depth : 14,00 - 14,50 m LIQUID LIMIT : Sample No. (1) Number of Blows (2) Container No. (3) W cont + W wet soil (4) W cont + dry soil (5) W water (3) - (4) (6) W Container (7) W dry soil (4) - (6) (8) Water content (5)/(7)*100
Tested by Counted by Checked by
Gr Gr Gr Gr Gr %
1 16 C1 48,90 35,8 13,1 8,80 27,00 48,52
2 28 C2 43,50 32,5 11,0 8,80 23,70 46,41
3 38 C3 39,30 29,8 9,5 8,80 21,00 45,24
4 47 C4 36,60 28,5 8,1 8,80 19,70 41,12
LIQUID LIMIT GRAPH 50
) % ( 48 t n e 46 t n o c 44 r e t a 42 W 40
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
PLASTIC LIMIT : Sample No. (1) Container No. (2) W cont + W wet soil (3) W cont + dry soil (4) W water (2) - (3) (5) W Container (6) W dry soil (3) - (5) (7) Water content (4)/(6)*100 (8) Plastic limit
Gr Gr Gr Gr Gr % %
1 C.1 39,60 31,30 8,30 10,10 21,20 39,151 39,15
LL
PL
PI
46,6
39,15
7,45
Silt anorganic with medium compresibility and silt organic
1
10 Blows
100
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 02, 2007 Sample No. : BH-4 Depth : 02,00 - 02,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,29
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (menit)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
28 28 28 28 28 28 28 28 28 27 27
28 28 28 27 26 23 21 18 16 13 10
26,15 26,15 26,15 25,15 24,15 21,15 19,15 16,15 14,15 11,15 8,15
% refined grain a Rcp x 100 50 86,9358 86,9358 86,9358 83,6113 80,2868 70,3132 63,6642 53,6907 47,0417 37,0682 27,0947
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
29 29 29 28 27 24 22 19 17 14 11
11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,70 11,90 11,90
0,0130 0,0130 0,0130 0,0132 0,0133 0,0138 0,0141 0,0148 0,0151 0,0151 0,0151
0,0889 0,0629 0,0445 0,0319 0,0203 0,0122 0,0088 0,0065 0,0033 0,0014 0,0010
Curve: Distribute Grain Size
100 90 80 ) 70 % ( e v60 e i s f f o50 p i l s40 l a t o30 T
20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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HYDROMETER TEST (AASHTO T - 88 - 72) (ASTM D - 422 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 28, 2007 Sample No. : BH-4 Depth : 05,00 - 05,50 m
Tested by Counted by Checked by
W dry soil Specific Gravity
: :
50 gram 2,15
Meniscus Correction, Fm Zero Reading Correction, Fz Temperature Correction, Ft Specifik Gravity Correction (a)
: : : =
1 4 2,15 1,662
Time (menit)
Temp. Tº C
R
Rcp
0,25 0,5 1 2 5 15 30 60 240 1440 2880
29 29 29 29 29 29 29 29 28 28 28
30 30 30 29 28 27 25 24 22 19 17
28,15 28,15 28,15 27,15 26,15 25,15 23,15 22,15 20,15 17,15 15,15
% refined grain a Rcp x 100 50 93,5848 93,5848 93,5848 90,2603 86,9358 83,6113 76,9623 73,6377 66,9887 57,0152 50,3662
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Rcl
L (cm)
A
D (mm)
31 31 31 30 29 28 26 25 23 20 18
11,40 11,40 11,40 11,50 11,70 11,90 12,20 12,40 12,70 13,20 13,50
0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0129 0,0130 0,0130 0,0130
0,0871 0,0616 0,0436 0,0309 0,0197 0,0115 0,0082 0,0059 0,0030 0,0012 0,0009
Curve: Distribute Grain Size
100 90 80 ) % (70 e v e60 i s f f50 o p i l 40 s l a t o30 T 20 10 0 100,000
10,000
1,000
0,100
0,010
0,001 0,000 Diameter (mm)
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SEIVE ANALISYS (AASHTO T - 27 - 74) (ASTM C - 136 - 46) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : September 26, 2007 Sample No. : BH-4 Depth : 02,00 - 02,50 m
Tested by Counted by Checked by
Sieve No. 3/4 3/8 4 8 10 40 100 200 Pan
W soil (gr) 0,00 0,00 0,00 0,00 0,00 0,00 77,80 23,00 25,00
φ (mm) 19,10 9,500 4,750 2,360 2,000 0,425 0,150 0,075
% Kumulatif retained slip off 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 61,84 38,156 80,13 19,873
125,80
Total weight
0,0
% weight retained 0,00 0,00 0,00 0,00 0,00 0,00 61,84 18,28 19,87
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,1
1,0
Curve: Distribute Grain Size
10,0
Diameter 100,0(mm) 100 90 80 )
70 % ( e v
60 i e
S f
50 f o p i
40 l s
l a t 30 o T
20 10 0
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
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SEIVE ANALISYS (AASHTO T - 27 - 74) (ASTM C - 136 - 46) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date : October 03, 2007 Sample No. : BH-4 Depth : 05,00 - 05,50 m
Tested by Counted by Checked by
Sieve No. 3/4 3/8 4 8 10 40 100 200 Pan
W soil (gr) 0,00 0,00 0,00 0,00 0,00 26,20 127,80 104,70 108,70
φ (mm) 19,10 9,500 4,750 2,360 2,000 0,425 0,150 0,075
% Kumulatif retained slip off 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 0,00 100,000 7,13 92,869 41,92 58,084 70,41 29,586
367,40
Total weight
0,0
% weight retained 0,00 0,00 0,00 0,00 0,00 7,13 34,78 28,50 29,59
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,1
1,0
Curve: Distribute Grain Size
10,0
Diameter 100,0(mm) 100 90 80 70 )
% ( e 60 v e i S f 50 f o p i l s 40 l a t o T 30
20 10 0
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Tested by Counted by Checked by
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 2,00 3,00 3,60 4,40 4,40 4,40
0,00 0,42 0,84 1,26 1,51 1,85 1,85 1,85
0,00 1,60 2,40 3,80 5,00 6,00 6,50 6,50 6,50
0,00 0,67 1,01 1,60 2,10 2,52 2,73 2,73 2,73
0,00 1,80 3,80 5,00 6,60 7,40 8,80 9,40 9,40 9,40
0,450
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT 9,491
= N/A
0,00 0,76 1,60 2,10 2,77 3,11 3,70 3,95 3,95 3,95
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 m C / g 0,250 K ( s s e r t S 0,200 r a e h S
0,150
0,100
11,5
0,050
0,000 0,00
0,05
0,10
0,15 Normal 0,20 Stress 0,25 (Kg/Cm2)0,30
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,024 kg/cm
0,35
0,40
0,45
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 11,5
°
-4
= P/A
Shear
2
0,101
0,059
0,202
0,087
0,304
0,126
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@ya hoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 05,00 - 05,50 m
Tested by Counted by Checked by
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 2,00 3,20 4,00 4,60 4,60 4,60
0,00 0,42 0,84 1,34 1,68 1,93 1,93 1,93
0,00 1,40 2,80 5,20 5,80 6,60 7,40 7,40 7,40
0,00 0,59 1,18 2,19 2,44 2,77 3,11 3,11 3,11
0,00 2,00 3,60 5,40 6,80 7,40 8,60 9,40 9,40 9,40
0,400
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT 9,491
= N/A
0,00 0,84 1,51 2,27 2,86 3,11 3,61 3,95 3,95 3,95
0,101
0,062
0,202
0,100
0,304
0,126
DIRECT SHEAR GRAPH
0,350
0,300
0,250 ) 2 m C / g 0,200 K ( r a e h S
0,150
11
o
0,100
0,050
0,000 0,000
0,050
0,100
0,150 Normal 0,200 0,250 0,300 Stress (Kg/Cm2)
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,030 kg/cm
0,350
0,400
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 11
°
-4
= P/A
Shear
0,450
2
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,40 2,20 3,40 4,00 5,20 5,60 5,60 5,60
0,00 0,59 0,92 1,43 1,68 2,19 2,35 2,35 2,35
0,00 1,50 2,80 3,80 4,80 6,60 7,20 7,20 7,20
0,00 0,63 1,18 1,60 2,02 2,77 3,03 3,03 3,03
0,00 1,80 3,20 5,40 7,20 8,60 8,60 8,60
0,450
9,491
= N/A
0,00 0,76 1,34 2,27 3,03 3,61 3,61 3,61
DIRECT SHEAR GRAPH
0,400
0,350
0,300 ) 2 0,250 m C / g K ( r a e 0,200 h S
0,150 o
10 0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,051 kg/cm
0,15Normal 0,20 0,25 0,30 Stress (Kg/Cm2)
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ = 10
°
-4
= P/A
Shear
0,45
2
0,101
0,075
0,202
0,097
0,304
0,116
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundatio n, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail: kalimantansoil@y ahoo.co.id
DIRECT SHEAR TEST ( AASHTO T - 236 - 72 ) ( ASTM D - 3080 - 72) Project Locat ion
: Power Plant : Pul ang Pis au, Cent ral Kali mantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Time
Horizontal
Load N
3,167
Load N
6,324
Load N
(menit)
Deformation
Reading
Shear
Reading
Shear
Reading
Shear
0,00 0,25 0,50 1,00 1,50 2,00 2,50 3,00 3,50 4,00 4,50 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00
0,000 0,158 0,316 0,361 0,947 1,262 1,578 1,893 2,209 2,524 2,840 3,155 3,786 4,417 5,048 5,679 6,310 6,941 7,572 8,203 8,834 9,465
0,00 1,00 2,00 2,60 3,20 4,40 5,20 6,00 6,00 6,00
0,00 0,42 0,84 1,09 1,34 1,85 2,19 2,52 2,52 2,52
0,00 1,40 2,60 3,80 5,00 6,00 7,00 7,60 8,20 8,20 8,20
0,00 0,59 1,09 1,60 2,10 2,52 2,94 3,19 3,45 3,45 3,45
0,00 2,00 4,00 6,00 7,00 8,60 9,20 10,00 10,60 11,00 11,60 11,60 11,60
0,00 0,84 1,68 2,52 2,94 3,61 3,87 4,20 4,45 4,62 4,87 4,87 4,87
0,500
9,491
= N/A
DIRECT SHEAR GRAPH
0,450
0,400
0,350
)0,300 2 m C / g 0,250 K ( r a e h S
0,200
0,150
9
o
0,100
0,050
0,000 0,00
0,05
0,10
Sample
Diameter
Tool
prov. ring calibration
Result
c = 0,040 kg/cm
0,15 0,20 (Kg/Cm2) 0,25 Normal Stress
0,30
0,35
0,40
63.1 mm, height 20 mm, Areas 31.25 cm 2
0.1610 kg/10 φ =
9
°
-4
2
= P/A
0,101
0,081
0,202
0,110
0,304
0,156
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 100,7 1,50
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,4 1,05 0,6 1,40 0,8 1,75 0,9 2,10 1,0 2,45 0,8 4,90 0,6 3,15 0,5 3,50
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405
0,0125 Kg/Cm2 0,0250 Kg/Cm3 1,282 0,549496 Load Total (P) 0,0 0,1 0,2 0,2 0,3 0,4 0,5 0,5 0,4 0,3 0,3
Compression Stress 0,000 0,006 0,009 0,012 0,018 0,024 0,027 0,030 0,024 0,018 0,015
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Tested by Counted by Checked by
Undisturb (qu)
Remoulded (qr)
0,035
0,035
0,030
0,030
0,025
0,025
) 2 m C / 0,020 g K ( s s 0,015 e r t S
0,020
0,015
0,010
0,010
0,005
0,005
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 100,10 1,49
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,1 0,35 0,2 0,70 0,3 1,05 0,5 1,40 0,7 1,75 0,8 2,10 0,7 2,45 0,5 2,80 0,4 3,15
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333
0,00975 Kg/Cm2 0,0195 Kg/Cm3 1,282 0,549496 Load Total (P) 0,0 0,1 0,1 0,2 0,3 0,4 0,4 0,4 0,3 0,2
Compression Stress 0,000 0,003 0,006 0,009 0,015 0,021 0,024 0,021 0,015 0,012
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 05,00 - 05,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 99,3 1,48
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,6 1,05 0,8 1,40 0,9 1,75 1,0 2,10 1,2 2,45 1,3 4,90 1,2 3,15 1,0 3,50 0,8 3,85
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477
0,0175 Kg/Cm2 0,035 Kg/Cm3 1,944 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,5 0,5 0,7 0,7 0,7 0,5 0,4
Compression Stress 0,000 0,006 0,012 0,018 0,024 0,027 0,030 0,036 0,038 0,036 0,030 0,024
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 05,00 - 05,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,045
0,045
0,040
0,040
0,035
0,035
) 0,030 2 m C / 0,025 g K ( s 0,020 s e r t S 0,015
0,030
0,010
0,010
0,005
0,005
0,025
0,020
0,015
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 05,00 - 05,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 98,7 1,47
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,4 1,05 0,6 1,40 0,8 1,75 0,6 2,10 0,4 2,45
Tested by Counted by Checked by
Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191
0,009 Kg/Cm2 0,018 Kg/Cm3 1,944 0,549496 Load Total (P) 0,0 0,1 0,2 0,2 0,3 0,4 0,3 0,2
Compression Stress 0,000 0,006 0,009 0,012 0,018 0,024 0,018 0,012
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 98,2 1,46
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,5 0,70 0,8 1,05 1,0 1,40 1,2 1,75 1,3 2,10 1,5 2,45 1,2 4,90 1,0 3,15
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333
0,0225 Kg/Cm2 0,045 Kg/Cm3 1,500 0,549496 Load Total (P) 0,0 0,1 0,3 0,4 0,5 0,7 0,7 0,8 0,7 0,5
Compression Stress 0,000 0,006 0,015 0,025 0,031 0,037 0,039 0,045 0,035 0,030
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 11,00 - 11,50 m
Tested by Counted by Checked by
Kondisi Undisturb (qu)
Kondisi Remoulded (qr)
0,05
0,05
0,05
0,05
0,04
0,04
0,04
0,04
) 2 m0,03 C / g K ( 0,03 s s e r 0,02 t S
0,03 0,03 0,02
0,02
0,02
0,01
0,01
0,01
0,01 0,00
0,00 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg/Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 26, 2007 : BH-4 : 11,00 - 11,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 97,7 1,45
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,6 1,05 0,7 1,40 0,8 1,75 1,0 2,10 1,2 2,45 1,0 2,80 0,8 3,15
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333
0,015 Kg/Cm2 0,03 Kg/Cm3 1,500 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,4 0,5 0,7 0,5 0,4
Compression Stress 0,000 0,006 0,012 0,018 0,021 0,024 0,030 0,036 0,030 0,024
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 101 1,50
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,3 0,70 0,5 1,05 0,7 1,40 0,9 1,75 1,0 2,10 1,4 2,45 1,8 4,90 2,0 3,15 1,8 3,50 1,6 3,85 1,3 4,20
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,053 0,034 0,038 0,041 0,045
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Undisturb
C qu St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,947 18,697 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550
0,0255 Kg/Cm2 0,051 Kg/Cm3 1,457 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,4 0,5 0,5 0,8 1,0 1,1 1,0 0,9 0,7
Compression Stress 0,000 0,006 0,009 0,015 0,021 0,027 0,030 0,042 0,053 0,060 0,054 0,048 0,039
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Tested by Counted by Checked by
Undisturb (qu)
Remoulded (qr)
0,070
0,070
0,060
0,060
0,050
0,050
) 2 m C / 0,040 g K ( s s 0,030 e r t S
0,040
0,030
0,020
0,020
0,010
0,010
0,000
0,000 0,000
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
0,000
0,010
0,020
0,030
0,040
Strain (Kg /Cm2)
0,050
0,060
PT. KAL IMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
UNCONFINED COMPRESSIVE STRENGTH (AASHTO T - 208 - 70) (ASTM D - 2166 - 66) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Diameter Height of sample Area Volume Weight Unit Weight Dial Reading (menit) (*0.01) 0,0 0 0,5 35 1,0 70 1,5 105 2,0 140 2,5 175 3,0 210 3,5 245 4,0 280 4,5 315 5,0 350 5,5 385 6,0 420 6,5 455 7,0 490 7,5 525 8,0 560 9,0 630 10,0 700 11,0 770 12,0 840 13,0 910 14,0 980 15,0 1050 16,0 1120 17,0 1190 18,0 1260 19,0 1330 20,0 1400 Time
: : : : : :
3,5 7,0 9,616 67,314 100,3 1,49
Soil Load Deformation ( Kg ) h (mm) 0,0 0,00 0,2 0,35 0,4 0,70 0,5 1,05 0,6 1,40 0,8 1,75 0,9 2,10 1,0 2,45 1,2 2,80 1,5 3,15 1,2 3,50 1,1 3,85 0,9 4,20
Tested by Counted by Checked by Cm Cm Cm2 Cm3 Gr Gr/Cm3 Axial Strain ε= ∆ h/h 0,000 0,004 0,008 0,011 0,015 0,019 0,023 0,026 0,030 0,034 0,038 0,041 0,045
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT Remoulded
C qr St LCR
: : : :
Factor Area Area Corrected Corrected 1-ε A'=A0/(1-ε) 0,000 17,712 0,996 17,779 0,992 17,846 0,989 17,914 0,985 17,983 0,981 18,052 0,977 18,121 0,974 18,191 0,970 18,262 0,966 18,333 0,962 18,405 0,959 18,477 0,955 18,550
0,0175 Kg/Cm2 0,035 Kg/Cm3 1,457 0,549496 Load Total (P) 0,0 0,1 0,2 0,3 0,3 0,4 0,5 0,5 0,7 0,8 0,7 0,6 0,5
Compression Stress 0,000 0,006 0,012 0,015 0,018 0,024 0,027 0,030 0,036 0,045 0,036 0,033 0,027
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,150 0,230 0,310 0,380 0,530 0,720 1,070 1,250 1,310 1,340 1,350 1,470
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,6 16,9 59,7 23,3 36,4 156,223 2,139
After
33,8 23,3 10,5 45,064 1,211
1,0 0,5 1,470 1,490 1,500 1,510 1,520 1,540 1,560 1,590 1,610 1,620 1,640 1,650 1,750
2,0 1 1,750 1,790 1,820 1,840 1,850 1,900 1,940 2,020 2,080 2,120 2,150 2,170 2,340
4,0 2 2,340 2,520 2,610 2,670 2,730 2,880 3,000 3,150 3,250 3,290 3,310 3,320 3,420
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,94 e = (H0-Ht)/Ht Void ratio 1,750 0,852 Water content (w) % 156,223 45,064 Saturated S = (w*Gs)/ % 204,913 121,374 Specific Gravity (Gs) Gr/Cm3 2,29 Coefficient compression Cc 0,475 Coefficient swelling Cs 0,049
8,0 4 3,420 3,490 3,520 3,550 3,580 3,660 3,710 3,790 3,850 3,890 3,930 3,950 4,140
16,0 8 4,140 4,240 4,290 4,330 4,380 4,500 4,570 4,650 4,830 4,880 4,920 4,940 5,110
4,0 2 5,110
0,5 0,25 4,960
A Ht
4,960
4,570
= = =
19,94 Ws/A.G 0,509
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1470
0,0280
0,0590
0,1080
0,0720
0,0970
(0,0150)
(0,0390)
0,1470
Tested by Counted by Checked by Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4570
(0,4570)
0,7438
1,4609
51,875
0,0080
1,2250
0,7158
1,4059
49,840
0,0083
1,1660
0,6568
1,2901
51,875
0,0080
1,0580
0,5488
1,0779
49,840
0,0083
0,9860
0,4768
0,9365
51,875
0,0080
51,875
0,0080
0,9375
0,4960
1,2530
1,0220
0,5110
0,000
1,1120
0,4140
1,7496
Cm2/sec Cv Tv.Hdr^2 t90
1,1955
0,3420
Fitting time t90
1,2390
0,2340
0,8908
Ht(av) (cm)
1,3265
0,1750
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,8890
0,3798
0,7460 0,8965
0,9040
0,3948
0,7755
0,9430
0,4338
0,8521
0,9235 0,4715
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2530
0,50
1,2250
1,00
1,1660
2,00
1,0580
4,00
0,9860
8,00
0,8890
0,1470
0,1173
0,4693
0,0080
3,76E-06
0,0280
0,0229
0,0457
0,0083
3,81E-07
0,0590
0,0506
0,0506
0,0080
4,05E-07
0,1080
0,1021
0,0510
0,0083
4,26E-07
0,0720
0,0730
0,0183
0,0080
1,46E-07
0,0970
0,1091
0,0136
0,0080
1,09E-07
0,0081
8,71E-07
Rata-rata
0,1081
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 02,00 - 02,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
1,7 1,5 1,3
e 1,1 0,9 0,7 0,5 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 05,00 - 05,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,220 0,280 0,340 0,390 0,540 0,660 0,930 1,130 1,250 1,320 1,350 1,520
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 76,4 16,9 59,5 23,2 36,3 156,466 2,131
After
34 23,2 10,8 46,552 1,218
1,0 0,5 1,520 1,550 1,570 1,580 1,590 1,610 1,640 1,680 1,710 1,730 1,750 1,760 1,910
2,0 1 1,910 1,970 1,990 2,010 2,020 2,070 2,110 2,170 2,220 2,260 2,290 2,310 2,460
4,0 2 2,460 2,640 2,700 2,750 2,790 2,880 2,930 3,050 3,110 3,160 3,180 3,210 3,370
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,96 e = (H0-Ht)/Ht Void ratio 1,588 0,771 Water content (w) % 156,466 46,552 Saturated S = (w*Gs)/ % 211,924 129,883 Specific Gravity (Gs) Gr/Cm3 2,15 Coefficient compression Cc 0,430 Coefficient swelling Cs 0,058
8,0 4 3,370 3,470 3,500 3,540 3,570 3,660 3,730 3,850 3,920 3,960 3,980 4,000 4,180
16,0 8 4,180 4,280 4,320 4,360 4,410 4,520 4,590 4,710 4,770 4,810 4,840 4,860 5,020
4,0 2 5,020
0,5 0,25 4,830
A Ht
4,830
4,420
= = =
19,94 Ws/A.G 0,541
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 05,00 - 05,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1520
0,0390
0,0550
0,0910
0,0810
0,0840
(0,0190)
(0,0410)
0,1520
Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4420
(0,4420)
1,2480
0,7070
1,3069
51,875
0,0080
1,2090
0,6680
1,2348
53,833
0,0077
1,1540
0,6130
1,1331
49,840
0,0083
1,0630
0,5220
0,9649
51,875
0,0080
0,9820
0,4410
0,8152
49,840
0,0083
53,833
0,0077
0,9400
0,4830
0,000
1,0225
0,5020
1,5878
Cm2/sec Cv Tv.Hdr^2 t90
1,1085
0,4180
Fitting time t90
1,1815
0,3370
0,8590
Ht(av) (cm)
1,2285
0,2460
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3240
0,1910
Tested by Counted by Checked by
0,8980
0,3570
0,6599 0,9075
0,9170
0,3760
0,6950
0,9580
0,4170
0,7708
0,9375 0,4790
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 05,00 - 05,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2480
0,50
1,2090
1,00
1,1540
2,00
1,0630
4,00
0,9820
8,00
0,8980
0,1520
0,1218
0,4872
0,0080
3,90E-06
0,0390
0,0323
0,0645
0,0077
4,98E-07
0,0550
0,0477
0,0477
0,0083
3,97E-07
0,0910
0,0856
0,0428
0,0080
3,43E-07
0,0810
0,0825
0,0206
0,0083
1,72E-07
0,0840
0,0935
0,0117
0,0077
9,03E-08
0,0080
9,00E-07
Rata-rata
0,1124
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 05,00 - 05,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
1,5 1,3 e
1,1 0,9 0,7 0,5 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 11,00 - 11,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,120 0,160 0,180 0,210 0,290 0,340 0,450 0,540 0,600 0,630 0,650 0,800
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 75 16,9 58,1 20,5 37,6 183,415 2,081
After
32,8 20,5 12,3 60,000 1,175
1,0 0,5 0,800 0,820 0,830 0,840 0,850 0,860 0,880 0,900 0,930 0,950 0,960 0,970 1,130
2,0 1 1,130 1,180 1,190 1,210 1,230 1,260 1,300 1,380 1,450 1,510 1,550 1,600 1,890
4,0 2 1,890 1,940 1,960 1,980 2,010 2,070 2,150 2,280 2,390 2,510 2,590 2,660 3,050
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 0,93 e = (H0-Ht)/Ht Void ratio 2,323 1,217 Water content (w) % 183,415 60,000 Saturated S = (w*Gs)/ % 192,671 120,318 Specific Gravity (Gs) Gr/Cm3 2,44 Coefficient compression Cc 0,760 Coefficient swelling Cs 0,122
8,0 4 3,050 3,270 3,360 3,430 3,490 3,650 3,760 3,990 4,190 4,340 4,400 4,450 4,610
16,0 8 4,610 4,700 4,730 4,760 4,800 4,890 4,960 5,100 5,230 5,310 5,360 5,380 5,620
4,0 2 5,620
0,5 0,25 5,310
A Ht
5,310
4,660
= = =
19,94 Ws/A.G 0,421
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 11,00 - 11,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,0800
0,0330
0,0760
0,1160
0,1560
0,1010
(0,0310)
(0,0650)
0,0800
Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,4660
(0,4660)
1,3200
0,8987
2,1330
51,875
0,0080
1,2870
0,8657
2,0547
49,840
0,0083
1,2110
0,7897
1,8743
49,840
0,0083
1,0950
0,6737
1,5990
51,875
0,0080
0,9390
0,5177
1,2287
49,840
0,0083
51,875
0,0080
0,8885
0,5310
0,000
1,0170
0,5620
2,3229
Cm2/sec Cv Tv.Hdr^2 t90
1,1530
0,4610
Fitting time t90
1,2490
0,3050
0,9787
Ht(av) (cm)
1,3035
0,1890
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
1,3600
0,1130
Tested by Counted by Checked by
0,8380
0,4167
0,9890 0,8535
0,8690
0,4477
1,0626
0,9340
0,5127
1,2168
0,9015 0,4670
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 11,00 - 11,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,3200
0,50
1,2870
1,00
1,2110
2,00
1,0950
4,00
0,9390
8,00
0,8380
0,0800
0,0606
0,2424
0,0080
1,94E-06
0,0330
0,0256
0,0513
0,0083
4,28E-07
0,0760
0,0628
0,0628
0,0083
5,23E-07
0,1160
0,1059
0,0530
0,0080
4,24E-07
0,1560
0,1661
0,0415
0,0083
3,46E-07
0,1010
0,1205
0,0151
0,0080
1,21E-07
0,0082
6,31E-07
Rata-rata
0,0777
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: September 25, 2007 : BH-4 : 11,00 - 11,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e
2,6 2,1 e 1,6
1,1 0,6 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Water Content & Unit Weight W wet soil + ring W ring W wet soil W dry soil (Ws) W water Water content (w) Unit Weight
Load Pressure 0 9,6 21,4 38,4 1 2,25 4 9 16 25 36 49 24
(Kg) (Kg/Cm2) detik detik detik detik menit menit menit menit menit menit menit menit jam
0,5 0,25 0,000 0,100 0,130 0,160 0,180 0,250 0,330 0,440 0,580 0,700 0,800 0,870 1,130
Tested by Counted by Checked by
Gr Gr Gr Gr Gr % Gr/Cm3
Before 77,3 16,9 60,4 23,8 36,6 153,782 2,164
After
35,6 23,8 11,8 49,580 1,275
1,0 0,5 1,130 1,170 1,180 1,190 1,200 1,210 1,230 1,270 1,290 1,320 1,350 1,370 1,510
2,0 1 1,510 1,540 1,550 1,560 1,570 1,600 1,620 1,680 1,730 1,780 1,810 1,840 2,010
4,0 2 2,010 2,060 2,080 2,090 2,110 2,160 2,200 2,290 2,370 2,430 2,480 2,520 2,710
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Before After Height (Ho) Cm 1,4 1,03 e = (H0-Ht)/Ht Void ratio 1,949 1,167 Water content (w) % 153,782 49,580 Saturated S = (w*Gs) % 198,386 106,777 Specific Gravity (Gs) Gr/Cm3 2,51 Coefficient compression Cc 0,481 Coefficient swelling Cs 0,087
8,0 4 2,710 2,870 2,900 2,940 2,970 3,060 3,130 3,260 3,360 3,450 3,500 3,540 3,720
16,0 8 3,720 3,800 3,820 3,850 3,870 3,950 4,020 4,140 4,240 4,310 4,350 4,380 4,570
4,0 2 4,570
0,5 0,25 4,320
A Ht
4,320
3,710
= = =
19,94 Ws/A.G 0,475
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
End of Dial Reading (cm)
Pressure 2 k /cm
0 0,25 0,5 1 2 4 8 2 0,25
∆H (cm)
0,0000
0,1130
0,0380
0,0500
0,0700
0,1010
0,0850
(0,0250)
(0,0610)
0,1130
Tested by Counted by Checked by Height of soil sample at end of every dial reading Ht (cm)
Void Height (Hv) (cm)
0,3710
(0,3710)
0,8122
1,7107
51,875
0,0080
1,2490
0,7742
1,6306
49,840
0,0083
1,1990
0,7242
1,5253
51,875
0,0080
1,1290
0,6542
1,3779
49,840
0,0083
1,0280
0,5532
1,1652
51,875
0,0080
51,875
0,0080
0,9855
0,4320
1,2870
1,0785
0,4570
0,000
1,1640
0,3720
1,9487
Cm2/sec Cv Tv.Hdr^2 t90
1,2240
0,2710
Fitting time t90
1,2680
0,2010
0,9252
Ht(av) (cm)
1,3435
0,1510
1,4000
Void Ratio at end of every reading (e)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
0,9430
0,4682
0,9861 0,9555
0,9680
0,4932
1,0388
1,0290
0,5542
1,1673
0,9985 0,5145
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Pressure
Tested by Counted by Checked by
∆H (cm)
H (cm)
2
k /cm (1)
(2) 0,00
mv (cm2/kg) (5) = (4) : (1)
∆H /H (4) = (3) / (2)
(3)
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Cv cm2/sec (6)
k=mv.Cv. γω (cm/sec) -3 (7) = (5) x (6) x 10
1,4000
0,25
1,2870
0,50
1,2490
1,00
1,1990
2,00
1,1290
4,00
1,0280
8,00
0,9430
0,1130
0,0878
0,3512
0,0080
2,81E-06
0,0380
0,0304
0,0608
0,0083
5,07E-07
0,0500
0,0417
0,0417
0,0080
3,34E-07
0,0700
0,0620
0,0310
0,0083
2,58E-07
0,1010
0,0982
0,0246
0,0080
1,97E-07
0,0850
0,0901
0,0113
0,0080
9,03E-08
0,0081
7,00E-07
Rata-rata
0,0868
PT. KA LIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research Jln. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax. 0511-4705765 E-mail:
[email protected]
K O N S O L I D A S I (AASHTO T - 216 - 74) (ASTM D - 2435 - 70) Project Location
: Power Plant : Pulang Pisau, Central Kalimantan
Date Sample No. Depth
: October 02, 2007 : BH-4 : 14,00 - 14,50 m
Tested by Counted by Checked by
: Mashudi, SST : Bony W Rakhman, SST : Yusti Yudiawati, MT
Pressure Vs e 1,90 1,70 1,50
e 1,30 1,10 0,90 0,70 0,1
1
10
) 0,009 k i t e d / 2 0,008 m C ( v C
0,007 Pressure (Kg/Cm2)
100
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
TEST RESULT CERTIFICATE
No.256.a /JOB.1.28.1.5/PG/2007
Sender : Lina Selvia / PT.KALIMANTAN SOIL ENGINEERING Ref : IX.07.006 Total/Kind of Sample : 1 / Water Accepted : September 18, 2007 Finish : October 05, 2007 Result Analysis : Biologi
No 1 2
Parameter BOD COD
Unit mgO2/L mgO2/L
Code Pulang Pisau River Mouth 1,1 22,13
Method Titrimetri Titrimetri
October 22, 2007 Manager Technic Biologi
Rini Fariani, A.Md NIP.132 295 632
Office : Jl. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax.0511-4705765 e-mail:
[email protected]
PT. KALIMANTAN SOIL ENGINEERING Soil Testing, Foundation, Geotechnic Design and Research
TEST RESULT CERTIFICATE
No.256.b /JOB.1.28.1.5/PG/2007
Sender : Lina Selvia / PT.KALIMANTAN SOIL ENGINEERING Ref : IX.07.006 Total/Kind of Sample : 1 / Water Accepted : September 18, 2007 Finish : October 05, 2007 Result Analysis : Biologi
No 1 2 3 4 5 6 7 8 9 10 11
Parameter K Na Ca Mg Fe Al NH4 Cl SO4 pH Acidity
Unit ppm ppm mg/L ppm ppm mg/L mg/L mg/L ppm mg/L
Code Pulang Pisau River Mouth 0,789 0,398 10,339 0,130 0,380 2,308 0,784 3,330 4,000 6,450 1,550
Method AAS AAS Titrasi AAS AAS Titrasi Titrasi Titrasi Spektrofotometer Elektroda Titrasi
October 22, 2007 Manager Technic Biologi
Rini Fariani, A.Md NIP.132 295 632
Office : Jl. A.Yani Km.23,5 Landasan Ulin Banjarbaru Telp. 0511-7499150 Fax.0511-4705765 e-mail:
[email protected]
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY ACTIVITY AT BOREHOLES BH.1
CORE DRILLING BH.1 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.1 ( 10.00 – 20.00 M )
CORE DRILLING BH.1 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.1 ( 30.00 – 40.00 M )
CORE DRILLING BH.1 ( 40.00 – 50.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.1 ( 50.00 – 60.00 M )
CORE DRILLING BH.1 ( 60.00 – 65.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY ACTIVITY AT BOREHOLES BH.2
CORE DRILLING BH.2 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.2 ( 10.00 – 20.00 M )
CORE DRILLING BH.2 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY AT BOREHOLES BH.3
CORE DRILLING BH.3 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.3 ( 10.00 – 20.00 M )
CORE DRILLING BH.3 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.3 ( 30.00 – 40.00 M )
CORE DRILLING BH.3 ( 40.00 – 50.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.3 ( 50.00 – 60.00 M )
CORE DRILLING BH.3 ( 60.00 – 65.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
BORING ACTIVITY AT BOREHOLES BH.4
CORE DRILLING BH.4 ( 00.00 – 10.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.4 ( 10.00 – 20.00 M )
CORE DRILLING BH.4 ( 20.00 – 30.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.4 ( 30.00 – 40.00 M )
CORE DRILLING BH.4 ( 40.00 – 50.00 M )
DOCOMENTATION OF SOIL INVESTIGATION Project Pulang Pisau Power Plant CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC ) SITE: Pulang Pisau, Central Kalimantan
CORE DRILLING BH.4 ( 50.00 – 60.00 M )
CORE DRILLING BH.4 ( 60.00 – 65.00 M )
DESIGN RECOMMENDATION PROJECT OF PULANG PISAU POWER PLA NT CHINA NATIONAL HEAVY MACHINERY CORPORATION ( CHMC )
CALCULATION OF DEEP FOUNDATION BASED ON SPT RESULT
Based on formula :
Qu
=
40 N b . A p
+
0,2 N . As
Which :
Qa
Qu
= ultimate bearing capacity of pile (ton)
N
= Value of average N-SPT
Nb
=Value of N-SPT at pile tip elevation
Ap
= Area of pile tip (m2)
As
= Area of pile shaft (m2)
=
Qu SF Qa
= allowable bearing capacity of pile ( ton )
SF
= Safety Factor
Using pile foundation (precast or prestress concrete) : For primary building, with dimension 40 x 40 or 50 x 50. For secondary building, to calculation of bearing capacity using result Cone Penetrometer Test using concrete minipile with dimension 20 x 20 or 28 x 28 x 28.
1
Boreholes
: BH-1
Dimension of Pile
: 40 x 40 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,1 0,5 1,0 1,8 2,4 3,1 3,8 4,4 5,1 5,7 6,3 7,0 7,7 8,4 9,1 9,9 10,5 11,1 11,6 12,0 12,4 12,5 12,5 12,6 12,8 13,1 13,3 13,4 13,4 13,4
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 3,0 8,0 12,0 19,0 19,0 20,0 21,0 22,0 23,0 24,0 25,0 27,0 30,0 32,0 34,0 36,0 34,0 33,0 32,0 27,0 27,0 19,0 12,0 16,0 20,0 27,0 22,0 18,0 15,0 15,0
0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16
0,00 0,80 1,60 2,40 3,20 4,00 4,80 5,60 6,40 7,20 8,00 8,80 9,60 10,40 11,20 12,00 12,80 13,60 14,40 15,20 16,00 16,80 17,60 18,40 19,20 20,00 20,80 21,60 22,40 23,20 24,00 24,80 25,60 26,40 27,20 28,00 28,80 29,60 30,40 31,20 32,00 32,80 33,60 34,40 35,20 36,00 36,80 37,60 38,40 39,20 40,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 19,680 52,960 80,480 128,320 131,360 140,960 150,720 160,640 170,720 180,960 191,360 208,480 232,480 250,400 268,640 287,200 279,840 278,720 277,440 249,760 254,080 205,920 163,040 191,200 220,000 269,120 240,640 217,920 201,120 203,520
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 6,560 17,653 26,827 42,773 43,787 46,987 50,240 53,547 56,907 60,320 63,787 69,493 77,493 83,467 89,547 95,733 93,280 92,907 92,480 83,253 84,693 68,640 54,347 63,733 73,333 89,707 80,213 72,640 67,040 67,840
2
Bore holes
: BH-1
Dimension of Pile
: 50 x 50 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3
0,0 0,0 0,0 0,0
0,0 0,0 0,0 0,0
0,25 0,25 0,25 0,25
0,00 1,00 2,00 3,00
0,000 0,000 0,000 0,000
0,000 0,000 0,000 0,000
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0
0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25
4,00 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00 16,00 17,00 18,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000
19 20
0,0 0,0
0,0 0,0
0,25 0,25
19,00 20,00
0,000 0,000
0,000 0,000
21 22 23 24 25 26 27
0,1 0,5 1,0 1,8 2,4 3,1 3,8
3,0 8,0 12,0 19,0 19,0 20,0 21,0
0,25 0,25 0,25 0,25 0,25 0,25 0,25
21,00 22,00 23,00 24,00 25,00 26,00 27,00
30,600 82,200 124,600 198,400 202,200 216,200 230,400
10,200 27,400 41,533 66,133 67,400 72,067 76,800
28 29 30 31 32 33 34 35 36
4,4 5,1 5,7 6,3 7,0 7,7 8,4 9,1 9,9
22,0 23,0 24,0 25,0 27,0 30,0 32,0 34,0 36,0
0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25
28,00 29,00 30,00 31,00 32,00 33,00 34,00 35,00 36,00
244,800 259,400 274,200 289,200 314,600 350,600 377,000 403,800 431,000
81,600 86,467 91,400 96,400 104,867 116,867 125,667 134,600 143,667
37 38 39 40 41
10,5 11,1 11,6 12,0 12,4
34,0 33,0 32,0 27,0 27,0
0,25 0,25 0,25 0,25 0,25
37,00 38,00 39,00 40,00 41,00
417,800 414,400 410,800 366,200 371,600
139,267 138,133 136,933 122,067 123,867
42 43 44 45
12,5 12,5 12,6 12,8
19,0 12,0 16,0 20,0
0,25 0,25 0,25 0,25
42,00 43,00 44,00 45,00
295,400 227,800 271,000 315,000
98,467 75,933 90,333 105,000
46 47 48 49 50
13,1 13,3 13,4 13,4 13,4
27,0 22,0 18,0 15,0 15,0
0,25 0,25 0,25 0,25 0,25
46,00 47,00 48,00 49,00 50,00
390,400 344,800 308,400 281,400 284,400
130,133 114,933 102,800 93,800 94,800
3
Boreholes
: BH-2
Dimension of Pile
: 40 x 40 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,4 1,1 2,2 3,0 3,6 4,0 4,4 4,7 4,9
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 8,0 17,0 28,0 22,0 19,0 15,0 14,0 13,0 12,0
0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16
0,00 0,80 1,60 2,40 3,20 4,00 4,80 5,60 6,40 7,20 8,00 8,80 9,60 10,40 11,20 12,00 12,80 13,60 14,40 15,20 16,00 16,80 17,60 18,40 19,20 20,00 20,80 21,60 22,40 23,20 24,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 52,480 112,800 187,680 152,800 136,640 113,440 109,280 104,960 100,480
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 17,493 37,600 62,560 50,933 45,547 37,813 36,427 34,987 33,493
4
Boreholes
: BH-2
Dimension of Pile
: 50 x 50 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,4 1,1 2,2 3,0 3,6 4,0 4,4 4,7 4,9
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 8,0 17,0 28,0 22,0 19,0 15,0 14,0 13,0 12,0
0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25
0,00 1,00 2,00 3,00 4,00 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00 16,00 17,00 18,00 19,00 20,00 21,00 22,00 23,00 24,00 25,00 26,00 27,00 28,00 29,00 30,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 81,600 175,000 290,600 235,000 208,800 171,800 164,600 157,200 149,600
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 27,200 58,333 96,867 78,333 69,600 57,267 54,867 52,400 49,867
5
Boreholes
: BH-3
Dimension of Pile
: 40 x 40 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,1 0,3 0,4 0,6 0,8 1,2 1,9 2,9 3,8 4,6 5,2 5,9 6,6 7,3 8,1 8,8 9,4 10,0 10,5 11,0 11,3 11,5 11,6 11,8 12,0 12,3 12,7 13,0
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 1,0 2,0 3,0 4,0 5,0 6,0 13,0 22,0 32,0 30,0 28,0 27,0 28,0 30,0 33,0 34,0 35,0 35,0 33,0 31,0 28,0 24,0 20,0 17,0 20,0 23,0 28,0 29,0 31,0
0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16
0,00 0,80 1,60 2,40 3,20 4,00 4,80 5,60 6,40 7,20 8,00 8,80 9,60 10,40 11,20 12,00 12,80 13,60 14,40 15,20 16,00 16,80 17,60 18,40 19,20 20,00 20,80 21,60 22,40 23,20 24,00 24,80 25,60 26,40 27,20 28,00 28,80 29,60 30,40 31,20 32,00 32,80 33,60 34,40 35,20 36,00 36,80 37,60 38,40 39,20 40,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 6,560 13,280 20,160 27,200 34,400 41,760 88,640 149,760 218,880 210,880 202,560 200,480 211,360 228,960 253,440 265,280 277,280 282,880 275,360 267,520 252,800 231,040 208,640 192,160 214,560 237,440 273,920 284,960 302,720
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 2,187 4,427 6,720 9,067 11,467 13,920 29,547 49,920 72,960 70,293 67,520 66,827 70,453 76,320 84,480 88,427 92,427 94,293 91,787 89,173 84,267 77,013 69,547 64,053 71,520 79,147 91,307 94,987 100,907
6
Boreholes
: BH-3
Dimension of Pile
: 50 x 50 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,1 0,3 0,4 0,6 0,8 1,2 1,9 2,9 3,8 4,6 5,2 5,9 6,6 7,3 8,1 8,8 9,4 10,0 10,5 11,0 11,3 11,5 11,6 11,8 12,0 12,3 12,7 13,0
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 1,0 2,0 3,0 4,0 5,0 6,0 13,0 22,0 32,0 30,0 28,0 27,0 28,0 30,0 33,0 34,0 35,0 35,0 33,0 31,0 28,0 24,0 20,0 17,0 20,0 23,0 28,0 29,0 31,0
0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25 0,25
0,00 1,00 2,00 3,00 4,00 5,00 6,00 7,00 8,00 9,00 10,00 11,00 12,00 13,00 14,00 15,00 16,00 17,00 18,00 19,00 20,00 21,00 22,00 23,00 24,00 25,00 26,00 27,00 28,00 29,00 30,00 31,00 32,00 33,00 34,00 35,00 36,00 37,00 38,00 39,00 40,00 41,00 42,00 43,00 44,00 45,00 46,00 47,00 48,00 49,00 50,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 10,200 20,600 31,200 42,000 53,000 64,200 136,800 231,200 337,600 323,600 309,200 304,600 320,200 346,200 382,800 399,600 416,600 423,600 410,200 396,400 372,000 336,800 300,800 274,200 308,200 342,800 398,400 414,200 440,400
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 3,400 6,867 10,400 14,000 17,667 21,400 45,600 77,067 112,533 107,867 103,067 101,533 106,733 115,400 127,600 133,200 138,867 141,200 136,733 132,133 124,000 112,267 100,267 91,400 102,733 114,267 132,800 138,067 146,800
7
Boreholes
: BH-4
Dimension of Pile
: 40 x 40 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,2 0,7 1,4 2,1 2,7 3,3 4,0 4,7 5,4 6,1 6,9 7,6 8,2 8,7 9,2 9,5 9,7 9,7 9,8 9,9 10,0 10,0 10,1 10,1 10,2 10,2
0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 6,0 12,0 20,0 20,0 20,0 21,0 24,0 27,0 29,0 30,0 31,0 32,0 30,0 29,0 28,0 20,0 19,0 11,0 12,0 13,0 14,0 13,0 13,0 12,0 13,0 13,0
0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16 0,16
0,00 0,80 1,60 2,40 3,20 4,00 4,80 5,60 6,40 7,20 8,00 8,80 9,60 10,40 11,20 12,00 12,80 13,60 14,40 15,20 16,00 16,80 17,60 18,40 19,20 20,00 20,80 21,60 22,40 23,20 24,00 24,80 25,60 26,40 27,20 28,00 28,80 29,60 30,40 31,20 32,00 32,80 33,60 34,40 35,20 36,00 36,80 37,60 38,40 39,20 40,00
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 39,360 79,680 134,080 137,280 140,480 150,240 173,280 196,800 214,240 225,440 236,800 248,320 240,320 238,560 236,640 188,640 185,280 135,840 144,160 152,640 161,280 156,960 159,040 154,560 163,040 165,120
0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 13,120 26,560 44,693 45,760 46,827 50,080 57,760 65,600 71,413 75,147 78,933 82,773 80,107 79,520 78,880 62,880 61,760 45,280 48,053 50,880 53,760 52,320 53,013 51,520 54,347 55,040
8
Boreholes
: BH-4
Dimension of Pile
: 50 x 50 cm
Kedalaman
N
Nb
Ap
As
Qu (ton)
Qa = Qu/3 (ton)
0
0,0
0,0
0,25
0,00
0,000
0,000
1
0,0
0,0
0,25
1,00
0,000
0,000
2 3
0,0 0,0
0,0 0,0
0,25 0,25
2,00 3,00
0,000 0,000
0,000 0,000
4
0,0
0,0
0,25
4,00
0,000
0,000
5 6
0,0 0,0
0,0 0,0
0,25 0,25
5,00 6,00
0,000 0,000
0,000 0,000
7
0,0
0,0
0,25
7,00
0,000
0,000
8 9
0,0 0,0
0,0 0,0
0,25 0,25
8,00 9,00
0,000 0,000
0,000 0,000
10
0,0
0,0
0,25
10,00
0,000
0,000
11 12
0,0 0,0
0,0 0,0
0,25 0,25
11,00 12,00
0,000 0,000
0,000 0,000
13
0,0
0,0
0,25
13,00
0,000
0,000
14
0,0
0,0
0,25
14,00
0,000
0,000
15 16
0,0 0,0
0,0 0,0
0,25 0,25
15,00 16,00
0,000 0,000
0,000 0,000
17
0,0
0,0
0,25
17,00
0,000
0,000
18 19
0,0 0,0
0,0 0,0
0,25 0,25
18,00 19,00
0,000 0,000
0,000 0,000
20
0,0
0,0
0,25
20,00
0,000
0,000
21 22
0,0 0,0
0,0 0,0
0,25 0,25
21,00 22,00
0,000 0,000
0,000 0,000
23
0,0
0,0
0,25
23,00
0,000
0,000
24 25
0,0 0,2
0,0 6,0
0,25 0,25
24,00 25,00
0,000 61,200
0,000 20,400
26
0,7
12,0
0,25
26,00
123,600
41,200
27 28
1,4 2,1
20,0 20,0
0,25 0,25
27,00 28,00
207,600 211,600
69,200 70,533
29
2,7
20,0
0,25
29,00
215,600
71,867
30 31
3,3 4,0
21,0 24,0
0,25 0,25
30,00 31,00
229,800 264,600
76,600 88,200
32
4,7
27,0
0,25
32,00
300,000
100,000
33 34
5,4 6,1
29,0 30,0
0,25 0,25
33,00 34,00
325,800 341,800
108,600 113,933
35
6,9
31,0
0,25
35,00
358,000
119,333
36 37
7,6 8,2
32,0 30,0
0,25 0,25
36,00 37,00
374,400 360,400
124,800 120,133
38
8,7
29,0
0,25
38,00
356,200
118,733
39 40
9,2 9,5
28,0 20,0
0,25 0,25
39,00 40,00
351,800 275,800
117,267 91,933
41
9,7
19,0
0,25
41,00
269,600
89,867
42 43
9,7 9,8
11,0 12,0
0,25 0,25
42,00 43,00
191,800 204,200
63,933 68,067
44
9,9
13,0
0,25
44,00
216,800
72,267
45 46
10,0 10,0
14,0 13,0
0,25 0,25
45,00 46,00
229,600 222,200
76,533 74,067
47
10,1
13,0
0,25
47,00
224,800
74,933
48 49
10,1 10,2
12,0 13,0
0,25 0,25
48,00 49,00
217,200 229,800
72,400 76,600
50
10,2
13,0
0,25
50,00
232,400
77,467
9
REFERENSI :
Bowles, J.E, 1993, “Foundation Analysis and Design,” Mc Graw Hill Das, Braja, M., 1999, “Principle of Foundation Engineering,” 4th edition, PWS Kent Rahardjo, P.P., 1995, “Uji Sondir, Interpretasi dan Aplikasinya untuk Perancangan Pondasi,” Publikasi GEC, Unpar Sardjono HS.,1991, “Pondasi Tiang Pancang”, Sinar Wijaya Surabaya Wahyudi, H., 1999,”Daya Dukung Pondasi Dalam”, Publikasi Jurusan Teknik Sipil FTSP, ITS Surabaya
10