Home
Add Document
Sign In
Register
excel Uji Sondir
Home
excel Uji Sondir
excel Uji SondirFull description...
Author:
Bimbim Bimo Wibi Aditya
15 downloads
306 Views
266KB Size
Report
DOWNLOAD .PDF
Recommend Documents
Laporan Uji Sondir
Laporan Uji SondirFull description
UJI SONDIR zul
I Uji Sondir Mekanis
Sondir
LAPORAN UJI SONDIR CPT
Laporan Uji Sondir
Laporan Uji SondirFull description
sondir
SONDIR
laporan sondir
Deskripsi lengkap
SNI SONDIR
Deskripsi lengkap
LAPORAN SONDIR
LAPORAN SONDIRDeskripsi lengkap
Laporan Sondir
Laporan SondirDeskripsi lengkap
SNI SONDIR
LAPORAN sondir
cv. ajg topo & soilDeskripsi lengkap
Data Sondir
hfghghghjfDeskripsi lengkap
LAPORAN sondir
cv. ajg topo & soilFull description
MASTER LAPORAN SONDIR PTT.pdf
Full description
Apa Uji Sondir Itu_ _ Science and Civil Structure Media
sondir
SNI 2827-2008 Uji Penetrasi Lapangan Dengan Sondir
Standard Nasional Indonesia mengenai Sondir
Mektan II Sondir Spt
Sondir SPTFull description
data sondir 4
hasil sondirDeskripsi lengkap
Data Sondir Dan Spt
Data Sondir dan SPTFull description
Analisa Data Sondir
cara menganalisa data hasil sondirFull description
Sondir Full Perhitungan
SondirDeskripsi lengkap
Pengolahan Data Sondir
Full description
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
×
Report "excel Uji Sondir"
Your name
Email
Reason
-Select Reason-
Pornographic
Defamatory
Illegal/Unlawful
Spam
Other Terms Of Service Violation
File a copyright complaint
Description
×
Sign In
Email
Password
Remember me
Forgot password?
Sign In
Our partners will collect data and use cookies for ad personalization and measurement.
Learn how we and our ad partner Google, collect and use data
.
Agree & close
