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excel Uji Sondir
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excel Uji Sondir
excel Uji SondirFull description...
Author:
Bimbim Bimo Wibi Aditya
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BAB III URAIAN HASIL PRAKTIKUM 1. Sondir Sondir - Pengolahan Data
: Sondir Proyek Lokasi : Lapangan Lapangan Depan Hanggar Aero Dikerjakan oleh : Kelompok B3
Depth (m) 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4
Cw
Tw 2
(kg/cm )
0 0 5 9 8 9 9 9 16 15 9 9 8 4 9 10 10 10 10 8 11 12 19 20 14 19 22 12 16 14 12 44 150
Kw 2
Sondir No : Elevasi : MAT : Tangg Tanggal al : qc
LF 2
(kg/cm ) (Tw - Cw) (kg/cm ) 0 0 0 0 0 0 9 4 5 12 3 9 10 2 8 12 3 9 12 3 9 12 3 9 30 14 16 30 15 15 15 6 9 11 2 9 10 2 8 10 6 4 14 5 9 14 4 10 13 3 10 12 2 10 11 1 10 9 1 8 12 1 11 14 2 12 20 1 19 24 4 20 22 8 14 24 5 19 27 5 22 19 7 12 24 8 16 20 6 14 21 9 12 52 8 44 185 35 150
2
(kg/cm )
0 0 0.36 0.27 0.18 0.27 0.27 0.27 1.26 1.35 0.54 0.18 0.18 0.54 0.45 0.36 0.27 0.18 0.09 0.09 0.09 0.18 0.09 0.36 0.72 0.45 0.45 0.63 0.72 0.54 0.81 0.72 3.15
6-Feb 6-Feb-13 -13
LF x 20 cm
JHP
Fr
(kg/cm) 0 0 7.20 5.40 3.60 5.40 5.40 5.40 25.20 27.00 10.80 3.60 3.60 10.80 9.00 7.20 5.40 3.60 1.80 1.80 1.80 3.60 1.80 7.20 14.40 9.00 9.00 12.60 14.40 10.80 16.20 14.40 63.00
(kg/cm) 0 0 7.20 12.60 16.20 21.60 27.00 32.40 57.60 84.60 95.40 99.00 102.60 113.40 122.40 129.60 135.00 138.60 140.40 142.20 144.00 147.60 149.40 156.60 171.00 180.00 189.00 201.60 216.00 226.80 243.00 257.40 320.40
(%) 0 0 7.20 3.00 2.25 3.00 3.00 3.00 7.88 9.00 6.00 2.00 2.25 13 13.50 5.00 3.60 2.70 1.80 0.90 1.13 0.82 1.50 0.47 1.80 5.14 2.37 2.05 5.25 4.50 3.86 6.75 1.64 2.10
Da =
3.65 cm
Db =
3.6 cm
Ac =
10.17 cm2
Dpl =
3.6 cm
Apl =
10.17 cm2
L
9.5 cm
=
Lokasi
:
MAT
:
Tanggal
:
Titik
:
Depth
qc
(m) 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40
JHP 2
Fr
(kg/cm )
(kg/cm)
(%)
0 0 5 9 8 9 9 9 16 15 9 9 8 4 9 10 10 10 10 8 11 12 19 20 14 19 22 12 16 14 12 44 150
0.00
0.00
0.00
0.00
7.20
7.20
12.60
3.00
16.20
2.25
21.60
3.00
27.00
3.00
32.40
3.00
57.60
7.88
84.60
9.00
95.40
6.00
99.00
2.00
102.60
2.25
113.40
13.50
122.40
5.00
129.60
3.60
135.00
2.70
138.60
1.80
140.40
0.90
142.20
1.13
144.00
0.82
147.60
1.50
149.40
0.47
156.60
1.80
171.00
5.14
180.00
2.37
189.00
2.05
201.60
5.25
216.00
4.50
226.80
3.86
243.00
6.75
257.40
1.64
320.40
2.10
GRAFIK SONDIR Proyek
: Sondir
Sondir No :
Lokasi
: Lapangan Depan Hanggar Aero
Elevasi
:
MAT
:
Dikerjakan oleh : Kelompok B3
Tanggal
qc [kg/cm2 ] 0 0.00
1.00
2.00
3.00
4.00
] m [ h t p e D 5.00
6.00
7.00
8.00
50
100
150
:
6-Feb-13
9.00 0
200
400
JHP [kg/cm]
600
800
JHP
1000
qc
0
5 10 15 20 25 30 35
FR [%]
40 45
LABORATORIUM UJI TANAH JURUSAN TEKNIK SIPIL - POLITEKNIK NEGERI BANDUNG
Da =
3.65 cm
Db =
3.6 cm
Ac =
10.17 cm2
0-0,5
Dpl =
3.6 cm
Apl =
10.17 cm2
0,2-2
L
9.5 cm
=
Fr (%)
2,0-5 >5
No.
Depth
Cw
Tw
Kw
qc
Lf
Lf x 20
JHP
(m)
(kg/cm2)
(kg/cm2)
(kg/cm2)
(kg/cm )
(kg/cm)
(kg/cm)
(kg/cm)
1
0
0
0
0
0
0
0
0
2
0.2
0
0
0
0
0
0
0
3
0.4
5
9
4
5
0.36
7.20
7.20
4
0.6
9
12
3
9
0.27
5.40
12.60
5
0.8
8
10
2
8
0.18
3.60
16.20
6
1
9
12
3
9
0.27
5.40
21.60
7
1.2
9
12
3
9
0.27
5.40
27.00
8
1.4
9
12
3
9
0.27
5.40
32.40
9
1.6
16
30
14
16
1.26
25.20
57.60
10
1.8
15
30
15
15
1.35
27.00
84.60
11
2
9
15
6
9
0.54
10.80
95.40
12
2.2
9
11
2
9
0.18
3.60
99.00
13
2.4
8
10
2
8
0.18
3.60
102.60
14
2.6
4
10
6
4
0.54
10.80
113.40
15
2.8
9
14
5
9
0.45
9.00
122.40
16
3
10
14
4
10
0.36
7.20
129.60
17
3.2
10
13
3
10
0.27
5.40
135.00
18
3.4
10
12
2
10
0.18
3.60
138.60
19
3.6
10
11
1
10
0.09
1.80
140.40
20
3.8
8
9
1
8
0.09
1.80
142.20
21
4
11
12
1
11
0.09
1.80
144.00
22
4.2
12
14
2
12
0.18
3.60
147.60
23
4.4
19
20
1
19
0.09
1.80
149.40
24
4.6
20
24
4
20
0.36
7.20
156.60
25
4.8
14
22
8
14
0.72
14.40
171.00
26
5
19
24
5
19
0.45
9.00
180.00
27
5.2
22
27
5
22
0.45
9.00
189.00
28
5.4
12
19
7
12
0.63
12.60
201.60
29
5.6
16
24
8
16
0.72
14.40
216.00
30
5.8
14
20
6
14
0.54
10.80
226.80
31
6
12
21
9
12
0.81
16.20
243.00
32
6.2
44
52
8
44
0.72
14.40
257.40
33
6.4
150
185
35
150
3.15
63.00
320.40
iraan Jenis Tanah Kerikil Pasir Lanau Lempung
Fr
Perkiraan
(%)
Jenis Tanah
0
-
0
-
7.20
Lempung
3.00
Lanau
2.25
Lanau
3.00
Lanau
3.00
Lanau
3.00
Lanau
7.88
Lempung
9.00
Lempung
6.00
Lempung
2.00
Lanau
2.25
Lanau
13.50
Lempung
5.00
Lempung
3.60
Lanau
2.70
Lanau
1.80
Pasir
0.90
Pasir
1.13
Pasir
0.82
Pasir
1.50
Pasir
0.47
Kerikil
1.80
Pasir
5.14
Lempung
2.37
Lanau
2.05
Lanau
5.25
Lempung
4.50
Lanau
3.86
Lanau
6.75
Lempung
1.64
Pasir
2.10
Lanau
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