Data Bor Sondir
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Transcript of Data Bor Sondir
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4
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3
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1 2
1
-
2
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1
- -
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GW
L
-
- 10
.00
2
6
3
-
6
5
10
6
-
SILTY CLAY trace FINE SAND, Light Brown to Red, Stiff, HighPlasticity
UD
CLAYEY SILT and FINE SAND, Yellowish to Light Brown, Soft, HighPlasticity
SP
T
SILTY CLAY, Dark Brown, Medium Stiff, High Plasticity
CLAYEY SILT and FINE SAND, Light Brown to Light Grey, VerySoft, Low Plasticity 4
SP
TU
DS
PT
UD
SP
TU
D
0.00
-1.00
-2.00
-3.00
-4.00
-5.00
-6.00
-7.00
-8.00
-9.00
-10.00
SPT CHART
-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
-10.25
23/02/2007- 25/02/2007
ELEV
(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
3
BO
RE
LOG
DA
TA_G
ED
UN
G_D
TS.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
02/
27/0
7
ELEVATION (m)- 0.40 (from Lantai PAF)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
N
DATE
1515
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
MaryunadiTESTED BY
DEP
TH (m
)
15
LOCATION
GEDUNG DTS-FTUIPROJECT
DB01 - PAGE 1
0 10 20 30 40 50 60
SPT
KAMPUS UI DEPOK
SYM
BO
L
BORELOG
DESCRIPTION
TEST
S
BOREHOLE NO.
2
0 10 20 30 40 50 60
-
2
2
8
22
25
4
4
17
41
51
15
2
6 9
19
26
GW
L SPT
-
CLAYEY SILT and FINE SAND, Light Brown to Light Grey, VerySoft, Low Plasticity
SILTY FINE SAND, Brown, Medium Dense, Non Plasticity
SAND and COARSE SAND, thin lense CEMENTED SAND, Black,Very Dense, Non Plasticity
UD
SP
TS
PT
SP
TS
PT
18
-
2
1
SP
T
N-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
-20.25
ELEVATION (m)- 0.40 (from Lantai PAF)
Soil Mechanics LaboratoryCivil Engineering Department, Faculty of Engineering University of Indonesia
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 23/02/2007- 25/02/2007
TESTED BYMaryunadi
Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
15 15
BORELOG
KAMPUS UI DEPOK
DB01 - PAGE 2
PROJECTGEDUNG DTS-FTUI
LOCATION
BOREHOLE NO.
ELEV
(m)
DESCRIPTION
TEST
S
BO
RE
LOG
DA
TA_G
ED
UN
G_D
TS.G
PJ
UN
IVE
RS
ITY
OF
IND
ON
ES
IA.G
DT
02/
27/0
7
DEP
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-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
PR
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