tor_02 pelabuhan 2
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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 :
08/11/2011DATE :
CPT NO. : S01LOCATION : 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 :
08/10/2011DATE :
CPT NO. : S02LOCATION : PELABUHAN TANJUNG PRIOKPROJECT : PERKUATAN DERMAGA 001,002,003 & 004
500 1000
qctf
LOCATION
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB01 - PAGE 1
PERKUATAN DERMAGA 001,002,003 & 004
BOREHOLE NO.
- 0.
60
PROJECT
0
SAND trace SHELL, WASTE MATERIAL, Black and White, VeryLoose, Non Plasticity
SP
T
0 11
GW
L
BORELOG
SYM
BO
L
08/11/2011- 13/08/2011
TESTED BYSafrudin
16424, Telp. 78849102, Fax. 78849102
15
DESCRIPTION
15 0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
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
TEST
S
DATE
-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
DEP
TH (m
)
ELEV
(m)
SPT CHART
24
0
1
-
7
16
35
0
0
-
11
30
37
1
60
R
1
1
-
13
23/6
GW
L
1
UD
SAND trace SHELL, WASTE MATERIAL, Black and White, VeryLoose, Non Plasticity
SILTY CLAY Trace SHELL, Very Soft, Ligh Grey, High Plasticity
CLAY, Medium Stiff, Yellowish Grey, High Plasticity
SILTSTONE, Very Hard, Yellowish Red, Non Plasticity
SP
TS
PT
SP
TS
PT
SP
T
ELEV
(m)
15 N
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15
30
-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
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
SPT CHART
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE 08/11/2011- 13/08/2011
TESTED BYSafrudin
16424, Telp. 78849102, Fax. 78849102
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB01 - PAGE 2
PROJECTPERKUATAN DERMAGA 001,002,003 & 004
LOCATION
DEP
TH (m
)
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
BOREHOLE NO.
>>
24
15
18
21
19
15
35
39
45
45
8
16
21
18
26
GW
L SPT
0 10 20 30 40 50 60
20
SAND, Medium Dense, Black, Non Plasticity
SILTY SAND, Dense, Greyish to Black, Non Plasticity
GRAVELLY SAND, Dense, Black, Non Plasticity
SP
TS
PT
SP
TS
PT
75
9
17
SP
T
NELEV
(m)
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15
-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 08/11/2011- 13/08/2011
TESTED BYSafrudin
16424, Telp. 78849102, Fax. 78849102
15 15
SPT CHART
BORELOG
PELABUHAN TANJUNG PRIOK
DB01 - 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
PROJECT
49
26
27
29
26
13
15
16
12
13
SPT
0 10 20 30 40 50 60
DB01 - PAGE 4
GW
L
GRAVELLY SAND, Dense, Black, Non Plasticity
CLAYEY SILT, Very Stiff, Grey and White, High Plasticity
SP
TS
PT
SP
TS
PT
13
PELABUHAN TANJUNG PRIOK
18
8
10
7
23
PERKUATAN DERMAGA 001,002,003 & 004
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE 08/11/2011- 13/08/2011
TESTED BYSafrudin
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
LOCATION
BOREHOLE NO.
SYM
BO
L
BORELOG
DESCRIPTION
ELEV
(m)
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
TEST
S
LOCATION
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB02 - PAGE 1
PERKUATAN DERMAGA 001,002,003 & 004
BOREHOLE NO.
- 0.
60
PROJECT
0
SAND Trace SHELL, WASTE MATERIAL, Black and White, VeryLoose, Non Plasticity
SP
T
0 11
GW
L
BORELOG
SYM
BO
L
08/10/2011- 13/08/2011
TESTED BYSafrudin
16424, Telp. 78849102, Fax. 78849102
15
DESCRIPTION
15 0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
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
TEST
S
DATE
-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
DEP
TH (m
)
ELEV
(m)
SPT CHART
41
0
-
0
-
2
25
19
0
-
0
R30/5
19/4
4
--
3
R
7
1
1
30
-
SILTY CLAY Trace SHELL, Very Soft, Dark Grey, High Plasticity
CLAYEY SILT, Very Stiff, Greyish to Green, Medium Plasticity
SILTSTONE, Very Hard, Dark Brown, Non Plasticity
SILTY CLAY, Medium Stiff, Dark Grey, High Plasticity
SAND Trace SHELL, WASTE MATERIAL, Black and White, VeryLoose, Non Plasticity
SILTSTONE, Very Hard, Yellowish Red, Non Plasticity
SP
T
1
SP
TS
PT
UD
SP
TU
DS
PT
16424, Telp. 78849102, Fax. 78849102
15 15
ELEVATION (m) (from )
15
GW
L
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
1
DEP
TH (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
ELEV
(m)
SPT CHART
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE 08/10/2011- 13/08/2011
TESTED BYSafrudin
LOCATION
SPT
0 10 20 30 40 50 60
PELABUHAN TANJUNG PRIOK
DB02 - PAGE 2
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
PERKUATAN DERMAGA 001,002,003 & 004
BOREHOLE NO.
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
N
PROJECT
>>
>>
12
10
17
15
10
17
12
38
30
22
35
27
SPT
1513
18
15
22/7
GW
L
R
SP
T
CLAYEY SILT, Very Stiff, Greyish to Green, Medium Plasticity
SILTY SAND, Medium Dense, Black, Non Plasticity
GRAVELLY SAND, Very Dense, Black, Non Plasticity
SAND, Dense, Black, Non Plasticity
SP
T
11SP
T
9
SP
TS
PT
N
0 10 20 30 40 50 60
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15ELEV
(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 08/10/2011- 13/08/2011
TESTED BYSafrudin
16424, Telp. 78849102, Fax. 78849102
15 15
SPT CHART
BORELOG
PELABUHAN TANJUNG PRIOK
DB02 - 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
32
30
19
18
16
16
GW
L
32
14
SPT
0 10 20 30 40 50 60
DB02 - PAGE 4
SAND, Dense, Black, Non Plasticity
SP
TS
PT
SP
TS
PT
29
PROJECT
9
7
12
10
13
11
16
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 08/10/2011- 13/08/2011
TESTED BYSafrudin
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 DB01 DB02 13.50-14.00 11.50-12.00 13.50-14.00
Specific Gravity, Gs 2.692 2.634 2.6 Water Content, w [%] 83.02 78.22 51.98 Atterberg Limits [%]
LL 76.92 62.6 80.75 PL 55.66 39.93 50.98 PI 21.26 22.67 29.77
Grain Size Distribution [%]
clay 23 13.5 15.5 silt 66 61.5 74.5 sand 11 25 10
Consolidation
P0 [kN/m2] 73.65 66.75 104.9 Pc [kN/m2] 212.1 66.84 188.6 Cc 0.71 1.06 0.59 Cr 0.1 0.18 0.14 e0 2.13 2.21 1.72
Triaxial UU
Wet Density, γwet [kN/m3] 14.93 15.18 17.2 Dry Density, γdry [kN/m3] 8.16 8.52 11.31 Cohesion, c [kN/m2] 2.36 6.69 32.89 Angle of friction, φ [0] 15.07 3.4 18.16
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