TOR_12 Mall A 1
14
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102 CONE PENETRATION TEST 4 PROJECT : GEDUNG KANTOR MENKOKESRA qc (kg/cm 2 ) 0 LOCATION : MEDAN MERDEKA BARAT - JKT DEPTH (m) 0.00 -2.00 -4.00 -6.00 -8.00 -10.00 -12.00 -14.00 -16.00 -18.00 -20.00 1500 0.00 -2.00 -4.00 -6.00 -8.00 -10.00 -12.00 -14.00 -16.00 -18.00 -20.00 20 0 0 50 100 150 >> 0 0.00 -2.00 -4.00 -6.00 -8.00 -10.00 -12.00 -14.00 -16.00 -18.00 -20.00 FR = fs/q c (%) 1 2 3 fs (kg/cm 2 ) Soil Mechanics Laboratory Civil Engineering Department, Faculty of Engineering University of Indonesia CPT NO. : S01 5 10 15 ELEVATION : G.W.L : 10/05/2011 DATE : 500 1000 tf (kg/cm) qc tf
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Transcript of TOR_12 Mall A 1
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
CONE PENETRATION TEST
4
PROJECT : GEDUNG KANTOR MENKOKESRA
qc (kg/cm2)
0
LOCATION : MEDAN MERDEKA BARAT - JKT
DE
PTH
(m)
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
200
0 50 100 150
>>
00.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
FR = fs/qc (%)1 2 3
fs (kg/cm2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
CPT NO. : S01
5 10 15
ELEVATION :G.W.L :
10/05/2011DATE :
500 1000tf (kg/cm) qc
tf
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
CONE PENETRATION TEST
4
PROJECT : GEDUNG KANTOR MENKOKESRA
qc (kg/cm2)
0
LOCATION : MEDAN MERDEKA BARAT - JKT
DE
PTH
(m)
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
200
0 50 100 150
>>
00.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
FR = fs/qc (%)1 2 3
fs (kg/cm2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
CPT NO. : S02
5 10 15
ELEVATION :G.W.L :
11/05/2011DATE :
500 1000tf (kg/cm) qc
tf
3
-
1
-
2
-
1
2
-
1
-
2
3
GW
L
1
- 2.
00
-
-
1
-
8
2
7
4
5
UD
SILTY CLAY, Soft, Dark Brown, High Plasticity
SILTY CLAY, Yellowish Grey to Red, Soft, High Plasticity
CLAYEY SILT, Dark Brown to Grey, Medium Stiff, Low Plasticity
SILTY SAND, Dark Brown, Loose, Non Plasticity
SP
TS
PT
UD
SP
TU
DS
PT
5
SPT CHART
ELEVATION (m) (from )
N
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
-
-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
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
DATE 16/05/2011- 20/05/2011
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15 15
SPT
0 10 20 30 40 50 60
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB01 - PAGE 1
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
15
BOREHOLE NO.
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
LOCATION
29
13
17
31
13
33
31
43
60
40
20
11
26
14
27
GW
L SPT
0 10 20 30 40 50 60
18
SILTSTONE, Light Grey, Hard, Non Plasticity
SILTSTONE, Light Grey, Very Hard, Non Plasticity
CEMENTED SAND, Black to Grey, Hard, Non Plasticity
SP
TS
PT
SP
TS
PT
1310
10
9
SP
T
NELEV
(m)
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15
-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 16/05/2011- 20/05/2011
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15 15
SPT CHART
BORELOG
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB01 - PAGE 2
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
LOCATION
BOREHOLE NO.
DESCRIPTION
TEST
S
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
DEP
TH (m
)
SYM
BO
L
15
9
6
5
14
16
19
11
7
21
23
25
51
55
30
14
8
30
49CEMENTED SAND, Black to Grey, Hard, Non Plasticity
WEAKLY CEMENTED SAND, Dark Grey, Medium Dense, NonPlasticity
CLAYEY SILT trace ORGANIC MATTER, Dark Brown to Black,Medium Stiff, Low Plasticity
SILTY CLAY, Grey, Stiff, High Plasticity
CEMENTED SAND, Light Grey, Dense to Very Dense, NonPlasticity
SILTSTONE, Light Grey, Very Stiff, Non Plasticity
GW
L
SP
TS
PT
SP
TS
PT
SP
T
SAPRUDIN
32
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
DATE
N
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
16/05/2011- 20/05/2011
15
TESTED BY
1515
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
DEP
TH (m
)
DB01 - PAGE 3
-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
BOREHOLE NO.
LOCATION
SYM
BO
L
PROJECT
JL MEDAN MERDEKA BARAT- JKT PUSAT
0 10 20 30 40 50 60
SPT
PEMBANGUNAN GEDUNG KANTOR MENKOKESRA
BORELOG
DESCRIPTION
TEST
S
25/10
20
38
35
32
33
42
R
R
R
20
22/7
14
28/9
GW
L SPT
0 10 20 30 40 50 60
22
SILTSTONE, Light Grey, Very Stiff, Non Plasticity
CEMENTED SAND, Light Grey, Very Dense, Non Plasticity
SP
TS
PT
SP
TS
PT
SP
T
13
20
11
12
15
ELEV
(m)
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
N
-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
15 -30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE 16/05/2011- 20/05/2011
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15 15
BORELOG
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB01 - PAGE 4
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
LOCATION
BOREHOLE NO.
SPT CHARTDESCRIPTION
TEST
S
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
DEP
TH (m
)
SYM
BO
L
>>
>>
>>
38
35
42
8
6
38
25/9
18/6
26
18
R
R
54
22/5
-
-
28
20
GW
L
R
SP
T
SILTSTONE, Grey, Very Hard, Non Plasticity
CEMENTED SAND, Light Grey, Very Dense, Non Plasticity
CEMENTED SAND, Black, Very Dense, Non Plasticity
SILTY CLAY, Grey, Hard, High Plasticity
CLAYEY SILT, Yellowish to Grey, Very Stiff, Low Plasticity
18SP
TS
PT
SP
TS
PT
ELEV
(m)
15 N
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
SPT
15
-40.25
-40.50
-40.75
-41.00
-41.25
-41.50
-41.75
-42.00
-42.25
-42.50
-42.75
-43.00
-43.25
-43.50
-43.75
-44.00
-44.25
-44.50
-44.75
-45.00
-45.25
-45.50
-45.75
-46.00
-46.25
-46.50
-46.75
-47.00
-47.25
-47.50
-47.75
-48.00
-48.25
-48.50
-48.75
-49.00
-49.25
-49.50
-49.75
-50.00
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
SPT CHART
-40.00
-41.00
-42.00
-43.00
-44.00
-45.00
-46.00
-47.00
-48.00
-49.00
-50.00
DATE 16/05/2011- 20/05/2011
TESTED BYSAPRUDIN
SYM
BO
L
0 10 20 30 40 50 60
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB01 - PAGE 5
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
LOCATION
BOREHOLE NO.
DEP
TH (m
)
BORELOG
DESCRIPTION
TEST
S
15
>>
>>
>>
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB01 - PAGE 6
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
SPT
BOREHOLE NO.
SYM
BO
L
DESCRIPTION
LOCATION
11CLAYEY SILT, Yellowish to Grey, Very Stiff, Low Plasticity
SP
T
5
0 10 20 30 40 50 60
19
GW
L
8
N
DATE
BORELOG
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15
TEST
S
15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
15
16/05/2011- 20/05/2011
DEP
TH (m
)
-50.00
-51.00
-52.00
-53.00
-54.00
-55.00
-56.00
-57.00
-58.00
-59.00
-60.00
-50.25
-50.50
-50.75
-51.00
-51.25
-51.50
-51.75
-52.00
-52.25
-52.50
-52.75
-53.00
-53.25
-53.50
-53.75
-54.00
-54.25
-54.50
-54.75
-55.00
-55.25
-55.50
-55.75
-56.00
-56.25
-56.50
-56.75
-57.00
-57.25
-57.50
-57.75
-58.00
-58.25
-58.50
-58.75
-59.00
-59.25
-59.50
-59.75
-60.00
ELEV
(m)
SPT CHART
4
-
1
-
1
-
1
28
-
2
-
2
-
41
6
3
R
-
2
-
4
- 2.
00
2
GW
L
1
UD
SILTY CLAY, Dark Brown, Soft, High Plasticity
SILTY CLAY, Brownish to Grey, Soft, High Plasticity
CLAYEY SILT, Yellowish to Grey, Soft, Low Plasticity
CEMENTED SAND, Brown to Black, Very Dense, Non Plasticity19/4
UD
SP
TS
PT
SP
TU
DS
PT
15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
-
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
ELEV
(m)
ELEVATION (m) (from )
SPT CHART
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
DATE 20/05/2011- 23/05/2011
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15 15 N
SPT
0 10 20 30 40 50 60
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB02 - PAGE 1
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
LOCATION
BOREHOLE NO.
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
TEST
S
DESCRIPTION
BORELOG
SYM
BO
L
>>
SP
T
CEMENTED SAND, Brown to Black, Very Dense, Non Plasticity
SILTSTONE, Light Grey, Very Stiff, Non Plasticity
CEMENTED SAND, Grey to Brown, Very Dense, Non Plasticity
SILTSTONE, Dark Grey, Hard, Non Plasticity
ELEVATION (m) (from )
SP
TS
PT
SP
TS
PT
20/05/2011- 23/05/2011
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
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
DATE
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15 15 N15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
LOCATION
SPT
0 10 20 30 40 50 60
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB02 - PAGE 2
GW
L
PEMBANGUNAN GEDUNG KANTOR MENKOKESRA
BOREHOLE NO.
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
PROJECT
24
11
10
20
18
18
14
32
30
26
31
38
R
58
20
24
29
30/12
53
11
>>
40
14
7
5
14
10
20
7
24
44
23
14
R
24
7
20/6
28
11
CEMENTED SAND, Dark Grey to Black, Very Dense, Non Plasticity
GW
L
SILTSTONE, Dark Grey, Hard, Non Plasticity
WEAKLY CEMENTED SAND, Grey, Dense, Non Plasticity
CLAYEY SILT trace ORGANIC MATTER, Dark Brown to Black,Medium Stiff, Low Plasticity
SILTSTONE, Grey, Very Hard, Non Plasticity
12
SP
TS
PT
SP
TS
PT
SP
T
SILTY CLAY, Dark Grey to Black, Medium Stiff, HP
-20.00
-21.00
-22.00
-23.00
-24.00
-25.00
-26.00
-27.00
-28.00
-29.00
-30.00
20/05/2011- 23/05/2011
TESTED BY
ELEV
(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
52
SPT CHART
N
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
ELEVATION (m) (from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
DATE
15DEP
TH (m
)
1515
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
SAPRUDINDB02 - PAGE 3
SYM
BO
L
BOREHOLE NO.
LOCATION
PROJECT
JL MEDAN MERDEKA BARAT- JKT PUSAT
0 10 20 30 40 50 60
SPT
PEMBANGUNAN GEDUNG KANTOR MENKOKESRA
DESCRIPTION
TEST
S
BORELOG
>>
JL MEDAN MERDEKA BARAT- JKT PUSAT
DB02 - PAGE 4
PROJECTPEMBANGUNAN GEDUNG KANTOR MENKOKESRA
SPT
BOREHOLE NO.
SYM
BO
L
DESCRIPTION
LOCATION
26CEMENTED SAND, Dark Grey to Black, Very Dense, Non Plasticity
SP
T
10
0 10 20 30 40 50 60
40
GW
L
14
N
DATE
BORELOG
TESTED BYSAPRUDIN
DEPOK, WEST JAVA / 16424, Telp. 011 62 21 78849102
15
TEST
S
15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m) (from )
BO
RE
LOG
201
1050
05_M
EN
KO
KE
SR
A.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
5/2
6/11
15
20/05/2011- 23/05/2011
DEP
TH (m
)
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
-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)
SPT CHART
FAKULTAS TEKNIK UNIVERSITAS INDONESIA LABORATORIUM MEKANIKA TANAH
Kampus UI – Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021) 788 49102
Soil Properties DB01 1.50-2.00 3.50-4.00 5.50-6.00
Specific Gravity, Gs 2.695 2.68 2.661 Water Content, w [%] 54.02 57.56 60.55 Atterberg Limits [%]
LL 78.76 78.88 63.45 PL 49.36 49.57 37.21 PI 29.4 29.31 26.24
Grain Size Distribution [%]
clay 38 38 30 silt 61 60 68 sand 1 2 2
Consolidation
P0 [kN/m2] 28.32 42.54 53.29 Pc [kN/m2] 203.6 209.8 250.8 Cc 0.31 0.49 0.54 Cr 0.09 0.1 0.11 e0 1.48 1.64 1.49
Triaxial UU
Wet Density, γwet [kN/m3] 16.37 16.02 15.79 Dry Density, γdry [kN/m3] 10.63 10.17 9.84 Cohesion, c [kN/m2] 4.89 25.25 22.21 Angle of friction, φ [0] 21.23 24.33 24.64
FAKULTAS TEKNIK UNIVERSITAS INDONESIA LABORATORIUM MEKANIKA TANAH
Kampus UI – Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021) 788 49102
Soil Properties DB02 1.50-2.00 3.50-4.00 5.50-6.00
Specific Gravity, Gs 2.666 2.671 2.668 Water Content, w [%] 54.02 47.79 71.48 Atterberg Limits [%]
LL 72.75 74.98 66.42 PL 41.44 36.52 33.64 PI 31.31 39.36 32.79
Grain Size Distribution [%]
clay 46 26 38 silt 53 72.5 60.5 sand 1 1.5 1.5
Consolidation
P0 [kN/m2] 28.63 45.31 48.64 Pc [kN/m2] 246.3 195.2 228.9 Cc 0.35 0.39 0.67 Cr 0.08 0.06 0.1 e0 1.46 1.51 2.01
Triaxial UU
Wet Density, γwet [kN/m3] 16.37 16.76 14.99 Dry Density, γdry [kN/m3] 10.63 11.34 8.74 Cohesion, c [kN/m2] 4.89 15.95 12.84 Angle of friction, φ' [0] 21.23 24.4 12.4
