tor_01 pelabuhan 1
DESCRIPTION
tor pelabuhan 1 coyTRANSCRIPT
qc (kg/cm2)
16424, Telp. 78849102, Fax. 78849102
0 15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
400.00
-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)
FR = fs/qc (%)
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
1 2 3fs (kg/cm2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
tf (kg/cm)5 10 15
ELEVATION :G.W.L :
13/08/2011DATE :
CPT NO. : S08LOCATION : PELABUHAN TANJUNG PRIOKPROJECT : PERKUATAN DERMAGA 001,002,003 & 004
500 1000
qctf
qc (kg/cm2)
16424, Telp. 78849102, Fax. 78849102
0 15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
400.00
-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)
FR = fs/qc (%)
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
1 2 3fs (kg/cm2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
tf (kg/cm)5 10 15
ELEVATION :G.W.L :
15/08/2011DATE :
CPT NO. : S09LOCATION : PELABUHAN TANJUNG PRIOKPROJECT : PERKUATAN DERMAGA 001,002,003 & 004
500 1000
qctf
GW
L
-
0 10 20 30 40 50 60
1
PELABUHAN TANJUNG PRIOK
DB08 - PAGE 1
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
- 0.
70
SPT
UD
WASTE MATERIAL And WHITE LIME, Very Soft, White, LowPlasticity
SILTY CLAY Trace SHELL, Very Soft, Light Grey And White, HighPlasticity
SP
T
0
-
0
-
1
15 0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
BOREHOLE NO.
DATE 13/08/2011- 14/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
15
TEST
S
BORELOG
SPT CHARTDESCRIPTION
DEP
TH (m
)
-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
SYM
BO
L
ELEV
(m)
R
5
20
17
0
-
0
7
34
28
1
1
R
0 1
-
1
9
26/6
32/8
GW
L
16
SP
T
SILTY CLAY Trace SHELL, Very Soft, Light Grey And White, HighPlasticity
SILTY SAND, Medium Dense, Black, Non Plasticity
SILTSTONE, Very Hard, Yellowish Red, Non Plasticity
SAND, Dense, Black, Non Plasticity
SP
TU
D
0
SP
T-
SP
TS
PT
SPT CHART
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15 NELEV
(m)
-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 13/08/2011- 14/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15 15SYM
BO
L
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB08 - PAGE 2
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
BORELOG
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
DEP
TH (m
)
>>
>>
21
11
7
14
16
18
13
10
30
37
40
28
SPT
169
22
15
10
GW
L
20
SP
T
SAND, Dense, Black, Non Plasticity
CLAYEY SILT, Hard, Yellowish to Grey, Medium Plasticity
SILT, Very Stiff, Yellowish White, Low Plasticity
CLAYEY SILT, Very Stiff, Dark Grey, High Plasticity
SP
T
15SP
T
11
SP
TS
PT
0 10 20 30 40 50 60
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEV
(m)
SPT CHART
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
-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
DATE 13/08/2011- 14/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15 15 N15
BORELOG
PELABUHAN TANJUNG PRIOK
DB08 - PAGE 3
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
DEP
TH (m
)
SYM
BO
L
PERKUATAN DERMAGA 001,002,003 & 004
18
16
9
8
9
9
GW
L
15
7
SPT
0 10 20 30 40 50 60
DB08 - PAGE 4
CLAYEY SILT, Very Stiff, Dark Grey, High Plasticity
SP
TS
PT
SP
TS
PT
15
PROJECT
6
5
8
6
6
7
9
LOCATIONPELABUHAN TANJUNG PRIOK
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE 13/08/2011- 14/08/2011
TESTED BYFahrurozi
15
SPT CHART
15 N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
16424, Telp. 78849102, Fax. 78849102
DESCRIPTION
TEST
S
SYM
BO
L
BORELOG
BOREHOLE NO.
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
ELEV
(m)
GW
L
-
0 10 20 30 40 50 60
1
PELABUHAN TANJUNG PRIOK
DB09 - PAGE 1
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
- 0.
70
SPT
UD
WASTE MATERIAL And WHITE LIME, Very Soft, Black And White,Non Plasticity
SILTY CLAY Trace SHELL, Very Soft, Dark Grey, High Plasticity
SP
T
0
-
0
-
1
15 0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
BOREHOLE NO.
DATE 15/08/2011- 16/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
15
TEST
S
BORELOG
SPT CHARTDESCRIPTION
DEP
TH (m
)
-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
SYM
BO
L
ELEV
(m)
R
26
23
0
-
0
-
6
41
38
1
1
-
R
0
1
-
1
-
8
19/5
22/7
GW
L
14
SILTY CLAY Trace SHELL, Very Soft, Dark Grey, High Plasticity
SILTY CLAY, Stiff, Yellowish Grey, High Plasticity
SILTSTONE, Very Hard, Dark Brown, Non Plasticity
SP
TU
DS
PT
UD
SP
T
4
SP
T
0
-S
PT
SPT CHART
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15 NELEV
(m)
DEP
TH (m
)
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE 15/08/2011- 16/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15 15
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB09 - PAGE 2
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
-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
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
>>
>>
25
14
8
43
23
27
18
11
R
48
56
41
SPT
17/619
29
23
14
GW
L
25
SP
T
SILTSTONE, Very Hard, Dark Brown, Non Plasticity
SILTY SAND, Dense, Black, Non Plasticity
SILTY SAND, Very Dense, Dark Grey, Non Plasticity
CLAYEY SILT, Dark Grey, Very Stiff, Medium Plasticity
SP
T
18SP
T
20
SP
TS
PT
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
15
0 10 20 30 40 50 60
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEV
(m)
SPT CHART
-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
DATE 15/08/2011- 16/08/2011
TESTED BYFahrurozi
16424, Telp. 78849102, Fax. 78849102
15 15 N
BORELOG
PELABUHAN TANJUNG PRIOK
DB09 - PAGE 3
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
BOREHOLE NO.
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
DEP
TH (m
)
SYM
BO
L
>>
PERKUATAN DERMAGA 001,002,003 & 004
23
20
12
11
12
11
GW
L
21
9
SPT
0 10 20 30 40 50 60
DB09 - PAGE 4
CLAYEY SILT, Dark Grey, Very Stiff, Medium Plasticity
SP
TS
PT
SP
TS
PT
19
PROJECT
7
8
8
6
9
8
11
LOCATIONPELABUHAN TANJUNG PRIOK
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE 15/08/2011- 16/08/2011
TESTED BYFahrurozi
15
SPT CHART
15 N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
DA
TA_D
ER
MA
GA
001
,002
,003
PE
LIN
DO
_RE
V.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
9/9
/11
16424, Telp. 78849102, Fax. 78849102
DESCRIPTION
TEST
S
SYM
BO
L
BORELOG
BOREHOLE NO.
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
ELEV
(m)
FAKULTAS TEKNIK UNIVERSITAS INDONESIA LABORATORIUM MEKANIKA TANAH
Kampus UI – Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021) 788 49102
Soil Properties DB07 DB08 7.50-8.00 9.50-10.00 11.50-12.00 9.50-10.00 11.50-12.00
Specific Gravity, Gs 2.675 2.681 2.692 2.655 2.697 Water Content, w [%] 71.56 91.23 109.06 109.42 111.52 Atterberg Limits [%]
LL 88.13 93.14 106.31 145.94 147.32 PL 51.41 49.36 61.48 69.78 64.17 PI 36.71 43.78 44.83 76.16 83.15
Grain Size Distribution [%]
clay 25 27 25 27.5 27 silt 72.5 70 72 69.5 69.5 sand 2.5 3 3 3 3.5
Consolidation
P0 [kN/m2] 47.69 47.95 52.36 42 50.24 Pc [kN/m2] 76.87 97.13 90.23 57.25 56.48 Cc 1.17 1.31 1.73 1.27 1.29 Cr 0.17 0.15 0.18 0.1 0.21 e0 2.4 3.01 3.23 3.06 3.39
Triaxial UU
Wet Density, γwet [kN/m3] 15.26 14.21 13.87 13.6 13.69 Dry Density, γdry [kN/m3] 8.9 7.43 6.64 6.49 6.47 Cohesion, c [kN/m2] 8.65 91.23 6.51 4.4 6.95 Angle of friction, φ [0] 10.51 5.54 9.3 8.9 9.67
FAKULTAS TEKNIK UNIVERSITAS INDONESIA LABORATORIUM MEKANIKA TANAH
Kampus UI – Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021) 788 49102
Soil Properties DB09 9.50-10.00 11.50-12.00 13.50-14.00
Specific Gravity, Gs 2.665 2.69 2.688 Water Content, w [%] 99.54 105.84 83.95 Atterberg Limits [%]
LL 125.09 112.96 101.26 PL 71.58 69.72 70.93 PI 53.51 43.24 30.33
Grain Size Distribution [%]
clay 25.5 23 23 silt 71.5 74 74 sand 3 3 3
Consolidation
P0 [kN/m2] 42 49.77 71.08 Pc [kN/m2] 74.78 64.47 88.92 Cc 1.16 1.39 0.91 Cr 0.14 0.1 0.06 e0 2.95 3.02 2.03
Triaxial UU
Wet Density, γwet [kN/m3] 13.6 13.64 14.67 Dry Density, γdry [kN/m3] 6.82 6.63 7.97 Cohesion, c [kN/m2] 5.25 7.79 9.24 Angle of friction, φ [0] 9.37 9.62 8.44