TOR_10 Gd Kuliah 1
13
1500 0.00 -2.00 -4.00 -6.00 -8.00 -10.00 -12.00 -14.00 -16.00 -18.00 -20.00 0 LOCATION : DEPOK PROJECT : PERPUSTAKAAN PUSAT UI qc (kg/cm 2 ) Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102 4 0.00 -2.00 -4.00 -6.00 -8.00 -10.00 -12.00 -14.00 -16.00 -18.00 -20.00 0 0.00 -2.00 -4.00 -6.00 -8.00 -10.00 -12.00 -14.00 -16.00 -18.00 -20.00 CONE PENETRATION TEST 20 0 0 50 100 150 DEPTH (m) 5 10 15 DATE : 04/03/2009 G.W.L : ELEVATION : Soil Mechanics Laboratory Civil Engineering Department, Faculty of Engineering University of Indonesia fs (kg/cm 2 ) 1 2 3 FR = fs/q c (%) qc tf 500 1000 tf (kg/cm) CPT NO. : S05
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Transcript of TOR_10 Gd Kuliah 1
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
0
LOCATION : DEPOKPROJECT : PERPUSTAKAAN PUSAT UI
qc (kg/cm2)
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
40.00
-2.00
-4.00
-6.00
-8.00
-10.00
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-14.00
-16.00
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-4.00
-6.00
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-14.00
-16.00
-18.00
-20.00
CONE PENETRATION TEST
200
0 50 100 150
DE
PTH
(m)
5 10 15
DATE : 04/03/2009G.W.L :ELEVATION :
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
fs (kg/cm2)1 2 3
FR = fs/qc (%)qctf
500 1000tf (kg/cm)
CPT NO. : S05
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
0
LOCATION : DEPOKPROJECT : PERPUSTAKAAN PUSAT UI
qc (kg/cm2)
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
40.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
00.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
CONE PENETRATION TEST
200
0 50 100 150
DE
PTH
(m)
5 10 15
DATE : 06/03/2009G.W.L :ELEVATION :
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
fs (kg/cm2)1 2 3
FR = fs/qc (%)qctf
500 1000tf (kg/cm)
CPT NO. : S06
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
0
LOCATION : DEPOKPROJECT : PERPUSTAKAAN PUSAT UI
qc (kg/cm2)
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
40.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
00.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
CONE PENETRATION TEST
200
0 50 100 150
DE
PTH
(m)
5 10 15
DATE : 05/03/2009G.W.L :ELEVATION :
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
fs (kg/cm2)1 2 3
FR = fs/qc (%)qctf
500 1000tf (kg/cm)
CPT NO. : S07
-
3
-
2
-
2
3
-
4
-
3
-
3
8
7
8
8
4
-
4
-
5
- 4.
50
-
GW
L
3
SP
T
CLAYEY SILT, Dark Brown to Yellowish, Medium Stiff, LowPlasticity
CLAYEY SILT trace GRAVEL, Redish Grey, Medium Stiff, MediumPlasticity
CLAYEY SILT trace FINE SAND, Light Grey to Yellowish, MediumStiff, Medium Plasticity
SANDY SILT, Dark Brown to White, Stiff, non Plasticity
SP
TU
DU
DS
PT
SP
TU
D
SPT CHART
ELEVATION (m) (from )
N
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
5
-0.25
-0.50
-0.75
-1.00
-1.25
-1.50
-1.75
-2.00
-2.25
-2.50
-2.75
-3.00
-3.25
-3.50
-3.75
-4.00
-4.25
-4.50
-4.75
-5.00
-5.25
-5.50
-5.75
-6.00
-6.25
-6.50
-6.75
-7.00
-7.25
-7.50
-7.75
-8.00
-8.25
-8.50
-8.75
-9.00
-9.25
-9.50
-9.75
-10.00
ELEV
(m)
DEP
TH (m
)
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
DATE 04/03/2009- 06/03/2009
TESTED BYAcong
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15 15
SPT
0 10 20 30 40 50 60
DEPOK
DB02 - PAGE 1
PROJECTPERPUSTAKAAN PUSAT UI
15
BOREHOLE NO.
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
LOCATION
-
8
-
-
15/6
16
18
R
R
R
9
-
60/8
-
GW
L SPT
0 10 20 30 40 50 60
10
SANDY SILT, Dark Brown to White, Stiff, non Plasticity
GRAVELLY SAND, Black, Very Hard, Non Plasticity
CEMENTED SILTY SAND, Dark Brown to Yellowish, Very Hard,Non Plasticity
SP
TS
PT
SP
TS
PT
7
45
6
5
60/13
SP
T
ELEV
(m)
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
N
-10.25
-10.50
-10.75
-11.00
-11.25
-11.50
-11.75
-12.00
-12.25
-12.50
-12.75
-13.00
-13.25
-13.50
-13.75
-14.00
-14.25
-14.50
-14.75
-15.00
-15.25
-15.50
-15.75
-16.00
-16.25
-16.50
-16.75
-17.00
-17.25
-17.50
-17.75
-18.00
-18.25
-18.50
-18.75
-19.00
-19.25
-19.50
-19.75
-20.00
15 -10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE 04/03/2009- 06/03/2009
TESTED BYAcong
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15 15
BORELOG
DEPOK
DB02 - PAGE 2
PROJECTPERPUSTAKAAN PUSAT UI
LOCATION
BOREHOLE NO.
SPT CHARTDESCRIPTION
TEST
S
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
DEP
TH (m
)
SYM
BO
L
>>
>>
>>
31
60/7
60/10
25/8
24
-
-
-
R
55
R
R
SPT
-35
-
-
- R
SP
T
CEMENTED SILTY SAND, Dark Brown to Yellowish, Very Hard,Non Plasticity
CLAYEY SILT trace FINE SAND, Dark Brown and Black, Very Hard,Medium Plasticity
GRAVELLY SAND, Black, Very Hard, Non Plasticity
FINE SAND, Black, Very Hard, Non Plasticity
SP
T
60/5SP
T
17
SP
TS
PT
SPT CHART
15
ELEVATION (m) (from )
0 10 20 30 40 50 60
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
GW
L
15 NELEV
(m)
-20.25
-20.50
-20.75
-21.00
-21.25
-21.50
-21.75
-22.00
-22.25
-22.50
-22.75
-23.00
-23.25
-23.50
-23.75
-24.00
-24.25
-24.50
-24.75
-25.00
-25.25
-25.50
-25.75
-26.00
-26.25
-26.50
-26.75
-27.00
-27.25
-27.50
-27.75
-28.00
-28.25
-28.50
-28.75
-29.00
-29.25
-29.50
-29.75
-30.00
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
DATE 04/03/2009- 06/03/2009
TESTED BYAcong
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15
BORELOG
DEPOK
DB02 - PAGE 3
PROJECTPERPUSTAKAAN PUSAT UI
LOCATION
BOREHOLE NO.
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
DEP
TH (m
)
SYM
BO
L
>>
>>
>>
>>
DB02 - PAGE 4
-
R
R
R
R
-
-
-
-
-
GW
L
-
0 10 20 30 40 50 60
DEPOK
FINE SAND, Black, Very Hard, Non Plasticity
WEAKLY CEMENTED SAND, Black, Very Hard, Non Plasticity
SP
TS
PT
SP
TS
PT
-
60/8
60/6
60/4
60/7
15
SPT CHART
PROJECT
SPT
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE 04/03/2009- 06/03/2009
TESTED BY
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15 N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
Acong
TEST
S
DESCRIPTION
BORELOG
ELEV
(m)
SYM
BO
L
BOREHOLE NO.
LOCATION
PERPUSTAKAAN PUSAT UI
-30.25
-30.50
-30.75
-31.00
-31.25
-31.50
-31.75
-32.00
-32.25
-32.50
-32.75
-33.00
-33.25
-33.50
-33.75
-34.00
-34.25
-34.50
-34.75
-35.00
-35.25
-35.50
-35.75
-36.00
-36.25
-36.50
-36.75
-37.00
-37.25
-37.50
-37.75
-38.00
-38.25
-38.50
-38.75
-39.00
-39.25
-39.50
-39.75
-40.00
DEP
TH (m
)
>>
>>
>>
>>
8
-
2
-
3
-
4
2
-
3
-
3
-
3
8
17
9
-
5
-
5
-
- 4.
00
6
GW
L
6
UD
CLAYEY SILT, Dark Brown, Medium Stiff, Medium Plasticity
SILTY CLAY trace FINE SAND, Redish Grey to Yellowish, MediumStiff, Medium Plasticity
CLAYEY SILT, Dark Brown to White, Medium Stiff, Non Plasticity
CLAYEY SILT and SAND, Yellowish Red, Medium Stiff, NonPlasticity
UD
SP
TS
PT
SP
TU
DS
PT
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
11
-0.25
-0.50
-0.75
-1.00
-1.25
-1.50
-1.75
-2.00
-2.25
-2.50
-2.75
-3.00
-3.25
-3.50
-3.75
-4.00
-4.25
-4.50
-4.75
-5.00
-5.25
-5.50
-5.75
-6.00
-6.25
-6.50
-6.75
-7.00
-7.25
-7.50
-7.75
-8.00
-8.25
-8.50
-8.75
-9.00
-9.25
-9.50
-9.75
-10.00
ELEV
(m)
SPT CHART
ELEVATION (m) (from )
DATE 10/03/2009- 12/03/2009
TESTED BYAcong
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15 15 N15
SPT
0 10 20 30 40 50 60
DEPOK
DB03 - PAGE 1
PROJECTPERPUSTAKAAN PUSAT UI
LOCATION
BOREHOLE NO.
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
TEST
S
DEP
TH (m
)
DESCRIPTION
BORELOG
SYM
BO
L
17
60/5
60/11
5
30
-
-
-
10
47
R
R
SPT
53
-
-
-
GW
L
R
SP
T
CLAYEY SILT and SAND, Yellowish Red, Medium Stiff, NonPlasticity
SILTY SAND, Dark Brown to Yellowish, Hard, Non Plasticity
SAND, Black, Very Dense, Non Plasticity
GRAVELLY SAND, Black, Very Hard, Non Plasticity
SP
T
60/12SP
T
11
SP
TS
PT
ELEVATION (m) (from )
0 10 20 30 40 50 60
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15 NELEV
(m)
SPT CHART
-10.25
-10.50
-10.75
-11.00
-11.25
-11.50
-11.75
-12.00
-12.25
-12.50
-12.75
-13.00
-13.25
-13.50
-13.75
-14.00
-14.25
-14.50
-14.75
-15.00
-15.25
-15.50
-15.75
-16.00
-16.25
-16.50
-16.75
-17.00
-17.25
-17.50
-17.75
-18.00
-18.25
-18.50
-18.75
-19.00
-19.25
-19.50
-19.75
-20.00
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE 10/03/2009- 12/03/2009
TESTED BYAcong
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15 15
BORELOG
DEPOK
DB03 - PAGE 2
PROJECTPERPUSTAKAAN PUSAT UI
LOCATION
BOREHOLE NO.
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
DEP
TH (m
)
SYM
BO
L
>>
>>
>>
-
60/6
19
12/2
-
42
-
26
R
R
R
R
SPT
-48
18/4
-
30 56
SP
T
GRAVELLY SAND, Black, Very Hard, Non Plasticity
CLAYEY SILT trace FINE SAND, Greyish to Black, Very Hard, NonPlasticity
WEAKLY CEMENTED SILTY SAND, Black, Very Hard, NonPlasticity
SILTY SAND trace ORGANIC MATTER, Dark Brown and Black,Very hard, Non Plasticity
SP
T
15SP
T
60/14
SP
TS
PT
SPT CHART
15
ELEVATION (m) (from )
0 10 20 30 40 50 60
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
GW
L
15 NELEV
(m)
-20.25
-20.50
-20.75
-21.00
-21.25
-21.50
-21.75
-22.00
-22.25
-22.50
-22.75
-23.00
-23.25
-23.50
-23.75
-24.00
-24.25
-24.50
-24.75
-25.00
-25.25
-25.50
-25.75
-26.00
-26.25
-26.50
-26.75
-27.00
-27.25
-27.50
-27.75
-28.00
-28.25
-28.50
-28.75
-29.00
-29.25
-29.50
-29.75
-30.00
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
DATE 10/03/2009- 12/03/2009
TESTED BYAcong
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15
BORELOG
DEPOK
DB03 - PAGE 3
PROJECTPERPUSTAKAAN PUSAT UI
LOCATION
BOREHOLE NO.
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
DEP
TH (m
)
SYM
BO
L
>>
>>
>>
>>
PROJECT
52
R
59
60
29
30/6
30
30
29
30
SPT
DEPOK
DB03 - PAGE 4
GW
L
SILTY SAND trace ORGANIC MATTER, Dark Brown and Black,Very hard, Non Plasticity
FINE SAND, Black, Very Hard, Non Plasticity
SP
TS
PT
SP
TS
PT
30
18
20
21
19
23
SPT CHART
PERPUSTAKAAN PUSAT UI
0 10 20 30 40 50 60
DATE 10/03/2009- 12/03/2009
TESTED BYAcong
15 15 N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
DA
TA P
ER
PU
STA
KA
AN
PU
SA
T.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
03/
17/0
9
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
SYM
BO
L
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
TEST
S
DESCRIPTION
ELEV
(m)
BOREHOLE NO.
LOCATION
BORELOG
DEP
TH (m
)
-30.25
-30.50
-30.75
-31.00
-31.25
-31.50
-31.75
-32.00
-32.25
-32.50
-32.75
-33.00
-33.25
-33.50
-33.75
-34.00
-34.25
-34.50
-34.75
-35.00
-35.25
-35.50
-35.75
-36.00
-36.25
-36.50
-36.75
-37.00
-37.25
-37.50
-37.75
-38.00
-38.25
-38.50
-38.75
-39.00
-39.25
-39.50
-39.75
-40.00
>>
Soil Properties3.50-4.00 5.50-6.00 9.50-10.00
Specific Gravity, Gs 2.7 2.65 2.59
Water Content, w [%] 52.95 51.07 88.60
Atterberg Limits [%]LL 85.78 63.88PL 41.40 41.01PI 44.38 22.87
Grain Size Distribution [%]clay 27.5 22 8silt 65 65 54sand 7.5 13 38
ConsolidationP0 [kN/m2] 63.71 85.19 87.41Pc [kN/m2] 180.8 260.9 285.7Cc 0.32 0.32 0.44Cr 0.04 0.03 0.03e0 1.43 1.34 2.06
Triaxial UUWet Density, γwet [kN/m3] 16.70 17 14.73Dry Density, γdry [kN/m3] 10.92 11.25 7.81Cohesion, c [kN/m2] 17.42 16.86 57.90Angle of friction, φ [kN/m2] 16.87 18.59 19.70
DB 2
Soil Properties1.50-2.00 3.50-4.00 5.50-6.00
Specific Gravity, Gs 2.63 2.74 2.66
Water Content, w [%] 51.64 52.26 54.71
Atterberg Limits [%]LL 82.39 84.97 69.24PL 51.21 49.95 42.44PI 31.18 35.02 26.80
Grain Size Distribution [%]clay 35 26 17silt 64 61 75sand 1 13 8
ConsolidationP0 [kN/m2] 29.37 63.08 78.07Pc [kN/m2] 174.4 187.3 221.3Cc 0.39 0.3 0.43Cr 0.05 0.04 0.03e0 1.49 1.39 1.46
Triaxial UUWet Density, γwet [kN/m3] 16.78 16.83 16.63Dry Density, γdry [kN/m3] 11.07 11.05 10.75Cohesion, c [kN/m2] 86.06 34.50 50.52Angle of friction, φ [kN/m2] 28.28 15.25 3.36
DB 3
