tor_13 mall a 2
TRANSCRIPT
-
7/23/2019 TOR_13 Mall A 2
1/16
0
qc (kg/cm2)
4
CONE PENETRATION TEST
0.0
-2.0
-4.0
-6.0
-8.0
-10.0
-12.0
-14.0
-16.0
-18.0
-20.0
0.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.00
DEPTH
(m)
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.000 50 100 150
>>
0
16424, Telp. 78849102, Fax. 78849102
1 2 3fs (kg/cm
2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
CPT NO. : S03
LOCATION : JL TB SIMATUPA
PROJECT : PEMBANGUNAN
tf (kg/cm)500 1000
qctf
-
7/23/2019 TOR_13 Mall A 2
2/16
40
qc (kg/cm2)
DEPTH
(m)
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
0.0
-2.0
-4.0
-6.0
-8.0
-10.0
-12.0
-14.0
-16.0
-18.0
-20.0
15000.00
-2.00
-4.00
-6.00
-8.00
-10.00
-12.00
-14.00
-16.00
-18.00
-20.000 50 100 150
>> >>
0
16424, Telp. 78849102, Fax. 78849102
1 2 3fs (kg/cm
2)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
CPT NO. : S01
LOCATION : JL TB SIMATUPA
PROJECT : PEMBANGUNAN
tf (kg/cm)500 1000
qctf
-
7/23/2019 TOR_13 Mall A 2
3/16
-
-
3
38
-
12
12
-
GW
L
3619
29
-
5
-3.20
47
48
R
14
17
19
9
SILTY CLAY, Hard, Yellowish Red, Medium Plasticity
CLAYEY SILT, Very Hard, Yellowish Grey, Medium Plasticity
SILTY CLAY, Stiff, Yellowish Red, High Plasticity
SAND WITH GRAVEL
CEMENTED SAND, Brown to Yellow, Dense, Non Plasticity
PAVING BLOCK
UD
13/4
SPT
SPT
UD
SILTY SAND, Dense, Brownish, Non Plasticity
SPT
SPT
TES
TS
15
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)
DEPTH(m)
TESTED BY
N1515
SAPRUDIN
SPT CHART
29/07/2011- 31/07/2011DATE
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
16424, Telp. 78849102, Fax. 78849102
0 10 20 30 40 50 60
PEMBANGUNAN GEDUNG TOWER ANTAMPROJECT
DB01 - PAGE 1
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
BOREHOLE NO.
SPT
DESCRIPTION
ELEVATION (m)(from )
LOCATION
BORELOG
SYMBOL
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
>>
-
7/23/2019 TOR_13 Mall A 2
4/16
4/1
50
42
56
30
43
R
R
R
60
23
-
18/10
26
30
GW
L SPT
0 10 20 30 40 50 60
10/6
CEMENTED SAND, Brown to Yellow, Dense, Non Plasticity
CEMENTED SAND, Black, Very Dense, Non Plasticity
CLAYEY SILT, Dark Brown, Stiff, Non Plasticity
SPT
SPT
SPT
SPT
2018
25
22
SPT
15ELEV
(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
SPT CHART
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE29/07/2011- 31/07/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 N
DESCRIPTION
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB01 - PAGE 2
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
SYMBOL
BORELOG
TES
TS
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DEPTH(m)
>>
>>
>>
-
7/23/2019 TOR_13 Mall A 2
5/16
18
22
20
14
24
13
47
44
32
49
8
15
24
10
25
GW
L SPT
0 10 20 30 40 50 60
25
CLAYEY SILT, Dark Brown, Stiff, Non Plasticity
SILTY SAND, Yellowish to Brown, Dense, Non Plasticity
CLAYEY SILT, Brown, Hard, Non Plasticity
SPT
SPT
SPT
SPT
53
18
17
SPT
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
DATE29/07/2011- 31/07/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 15
SPT CHART
BORELOG
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB01 - PAGE 3
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
DESCRIPTIONTES
TS
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DEPTH(m)
SYMBOL
-
7/23/2019 TOR_13 Mall A 2
6/16
18/4
28
22
29
42
-
58
47
60
R
30
3120
60
GW
L
0 10 20 30 40 50 60
25
CLAYEY SILT, Brown, Hard, Non Plasticity
SILTSTONE, Brown, Hard, Non Plasticity
SAND with GRAVEL, Black, Very Dense, Non Plasticity
SPT
SPT
SPT
SPT
-
18
12
18
SPT
SPT
NELEV
(m)
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15
-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
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE29/07/2011- 31/07/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 15
SPT CHART
BORELOG
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB01 - PAGE 4
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
DESCRIPTIONTES
TS
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DEPTH(m)
SYMBOL
>>
-
7/23/2019 TOR_13 Mall A 2
7/16
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB01 - PAGE 5
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
TES
TS
SPT
SYMBOL
BORELOG
DESCRIPTION
BOREHOLE NO.
GW
L
SPT - -
0 10 20 30 40 50 60
60N
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15
DATE
15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m)(from )
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
15DEPTH(m)
29/07/2011- 31/07/2011
-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
ELEV
(m)
SPT CHART
-40.00
-41.00
-42.00
-43.00
-44.00
-45.00
-46.00
-47.00
-48.00
-49.00
-50.00
-
7/23/2019 TOR_13 Mall A 2
8/16
26
-
1
7
6
7
-
2
40
8
13
60
28
-
3
20
18
15
-3.00
5
SILTY CLAY, Dark Brown, Medium Stiff, High Plasticity
SILTY CLAY, Light Grey, Medium Stiff, High Plasticity
CLAYEY SILT, Yellowish Grey, Very Hard, Non Plasticity
CLAYEY SILT, Dark Brown, VeryStiff, Non Plasticity
SILTSTONE, Dark Grey, Very Hard, Non Plasticity
UD
SPT
SPT
SPT
SPT
SAPRUDIN
GW
L
ELEV
(m)
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
N
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
08/01/2011- 08/03/2011
15
TESTED BY
1515
16424, Telp. 78849102, Fax. 78849102
DEPTH(m)
SPT
0 10 20 30 40 50 60
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB03 - PAGE 1
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
-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
SYMBOL
BORELOG
DESCRIPTIONTES
TS
-
7/23/2019 TOR_13 Mall A 2
9/16
25/10
32
30
35
31
R
R
R
R
60
37/9
-
30/14
20
29
GW
L SPT
0 10 20 30 40 50 60
28/6
SILTSTONE, Dark Grey, Very Hard, Non Plasticity
CEMENTED SAND, Black, Very Dense, Non Plasticity
SILTSTONE, Dark Grey, Very Hard, Non Plasticity
SPT
SPT
SPT
SPT
2310
17
21
SPT
15ELEV
(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
SPT CHART
-10.00
-11.00
-12.00
-13.00
-14.00
-15.00
-16.00
-17.00
-18.00
-19.00
-20.00
DATE08/01/2011- 08/03/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 N
DESCRIPTION
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB03 - PAGE 2
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
SYMBOL
BORELOG
TES
TS
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DEPTH(m)
>>
>>
>>
>>
-
7/23/2019 TOR_13 Mall A 2
10/16
24
18
22
40
23
21
19
28
60
47
46
40
SPT
20-
25
21
37/14
GW
L
R
SPT
SILTSTONE, Dark Grey, Very Hard, Non Plasticity
SAND with GRAVEL and BOULDERS, Yellowish Grey, Very Dense,Non Plasticity
CALYEY SILT, Grey, Very Hard, Non Plasticity
SILTSTONE, Dark Brown to Black, Hard, Non Plasticity
SPT
20SPT
20
SPT
SPT
-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
DATE08/01/2011- 08/03/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 15 N
BORELOG
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB03 - PAGE 3
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
DESCRIPTIONTES
TS
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DEPTH(m)
SYMBOL
>>
-
7/23/2019 TOR_13 Mall A 2
11/16
10/2
18
-
26
41
50
20
-
86
R
R
42
0 10 20 30 40 50 60
19/7
-
22
60
GW
L SPT
60
SPT
SILTSTONE, Dark Brown to Black, Hard, Non Plasticity
CLAYEY SILT, Dark Brown to Black, Very Stiff, Low Plasticity
GRAVELLY SAND, Very Dense, Black, Non Plasticity
CEMENTED SAND, Very Hard, Black, Non Plasticity
SPT
25SPT
21
SPT
SPT
N
ELEVATION (m)(from )
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
15ELEV
(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
-30.00
-31.00
-32.00
-33.00
-34.00
-35.00
-36.00
-37.00
-38.00
-39.00
-40.00
DATE08/01/2011- 08/03/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 15
SPT CHART
BORELOG
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB03 - PAGE 4
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
DESCRIPTIONTES
TS
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DEPTH(m)
SYMBOL
>>
>>
>>
-
7/23/2019 TOR_13 Mall A 2
12/16
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
DB03 - PAGE 5
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
TES
TS
SPT
SYMBOL
BORELOG
DESCRIPTION
BOREHOLE NO.
GW
L
SPT - -
0 10 20 30 40 50 60
60N
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15
DATE
15
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
ELEVATION (m)(from )
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
15DEPTH(m)
08/01/2011- 08/03/2011
-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
ELEV
(m)
SPT CHART
-40.00
-41.00
-42.00
-43.00
-44.00
-45.00
-46.00
-47.00
-48.00
-49.00
-50.00
-
7/23/2019 TOR_13 Mall A 2
13/16
DB04 - PAGE 1
SPT
0 10 20 30 40 50 60
SYMBOL
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
GW
L
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
PAVING BLOCK
SAND AND GRAVEL
SILTY CLAY, Stiff, Yellowish Red, High Plasticity
SILTY SAND, Very Dense, Black, Non Plasticity
SILTY CLAY, Medium Stiff, Dark Brown, High Plasticity
28/07/2011- 28/07/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 150.00
-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 )
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DATE
DESCRIPTIONTES
TS
DEPTH(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)
SPT CHART
BORELOG
-
7/23/2019 TOR_13 Mall A 2
14/16
DB05 - PAGE 1
SPT
0 10 20 30 40 50 60
SYMBOL
JL TB SIMATUPANG NO. 1, TANJUNG BARAT, JAKARTA SELATAN
GW
L
PROJECTPEMBANGUNAN GEDUNG TOWER ANTAM
LOCATION
BOREHOLE NO.
PAVING BLOCK
SAND AND GRAVEL
SILTY CLAY, Stiff, Yellowish Red, High Plasticity
SILTY SAND, Very Dense, Black, Non Plasticity
SILTY CLAY, Medium Stiff, Dark Brown, High Plasticity
27/07/2011- 27/07/2011
TESTED BYSAPRUDIN
16424, Telp. 78849102, Fax. 78849102
15 150.00
-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 )
BORELOG
DATAANTAM.GPJ
UNIVERSITYOFINDONESIA.GDT
8/8/11
DATE
DESCRIPTIONTES
TS
DEPTH(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)
SPT CHART
BORELOG
-
7/23/2019 TOR_13 Mall A 2
15/16
FAKULTAS TEKNIK UNIVERSITAS INDONESIA
LABORATORIUM MEKANIKA TANAHKampus UI Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021) 788 49102
DB01 DB02Soil Properties
1.50-2.00 5.50-6.00 1.50-2.00 3.50-4.00
Specific Gravity, Gs 2.689 2.67 2.717 2.685
Water Content, w [%] 41.19 62.7 43.29 43.24
Atterberg Limits [%]
LL 76.44 95.07 83.08 62.05
PL 40.1 52.17 48.38 37.77
PI 36.33 42.9 34.7 24.28
Grain Size Distribution [%]
clay 51 15.5 49 43silt 48 75 45.5 55
sand 1 9.5 5.5 2
Consolidation
P0[kN/m2] 29.72 66.33 29.56 55.91
Pc[kN/m2] 262.1 256.9 248 328.2
Cc 0.2 0.48 0.39 0.23
Cr 0.03 0.06 0.07 0.02
e0 1.09 1.79 1.48 1.08
Triaxial UU
Wet Density, wet[kN/m3] 16.99 16.9
Dry Density, dry[kN/m3] 12.03 11.79
Cohesion, c [kN/m2] 23.36 39.38
Angle of friction, [0] 27.51 22.33
Triaxial CU - Effective Stress
Wet Density, wet[kN/m3] 15.75 16.91
Dry Density, dry[kN/m3] 9.8 12.04
Cohesion, c [kN/m2] 46.51 37.14
Angle of friction, [0] 28.55 33.62
Triaxial CU - Total Stress
Wet Density, wet[kN/m3] 15.75 16.91
Dry Density, dry[kN/m3] 9.8 12.04
Cohesion, c [kN/m2] 45.27 34.74
Angle of friction, [0] 24.22 28.81
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FAKULTAS TEKNIK UNIVERSITAS INDONESIA
LABORATORIUM MEKANIKA TANAHKampus UI Depok 16424 Telp. (021), 78849102, 727 0029 Fax. (021) 788 49102
DB 03 DB 04 DB 05Soil Properties
1.50-2.00 1.50-2.00 1.50-2.00
Specific Gravity, Gs 2.671 2.688 2.69
Water Content, w [%] 52.37 52.28 49.03
Atterberg Limits [%]
LL 67.18 83.26 77.46
PL 40.27 53.41 46.4
PI 26.91 29.85 31.06
Grain Size Distribution [%]
clay 43.5 33 45silt 55.5 65.5 53.5
sand 1 1.5 1.5
Consolidation
P0[kN/m2] 27.62 28.39 28.91
Pc[kN/m2] 196.3 242.7 240.7
Cc 0.32 0.35 0.29
Cr 0.04 0.03 0.04
e0 1.21 1.45 1.31
Triaxial UU
Wet Density, wet[kN/m3] 15.79 16.23 16.5.3
Dry Density, dry[kN/m3] 10.36 10.66 11.09
Cohesion, c [kN/m2] 22.69 59.1 53.92
Angle of friction, [0] 18.21 14.02 17.8
Triaxial CU - Effective Stress
Wet Density, wet[kN/m3]
Dry Density, dry[kN/m3]
Cohesion, c [kN/m2]
Angle of friction, [0]
Triaxial CU - Total Stress
Wet Density, wet[kN/m3]
Dry Density, dry[kN/m3]
Cohesion, c [kN/m2]
Angle of friction, [0]