Soil Mechanics Laboratory Civil Engineering Department, Faculty of Engineering University of Indonesia Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
BORELOG PROJECT GEDUNG DTS-FTUI
ELEVATION (m) - 0.40 (from Lantai PAF)
LOCATION KAMPUS UI DEPOK
DATE 23/02/2007- 25/02/2007
BOREHOLE NO. DB01 - PAGE 1
TESTED BY Maryunadi
L W G
DESCRIPTION
L O B M Y S
S T S E T
) m ( H T P E D
) m ( V E L E
SPT 15
15
SPT CHART
15
N
-0.50
SILTY CLAY, Dark Brown, Medium Stiff, High Plasticity
0.00
-0.25 -0.75 -0.50 -1.00 -0.75 -1.25 -1.00
-1.00
-1.50 -1.25 -1.75 -1.50 -2.00 -1.75 -2.25 -2.00
-2.00
-2.50 D U
-2.25 -2.75
-
-
-
1
3
3
-2.50 T P S
-3.00 -2.75 -3.25
6
-3.00
-3.00
-3.50
SILTY CLAY trace FINE SAND, Light Brown to Red, Stiff, High Plasticity
-3.25 -3.75 -3.50 -4.00 -3.75 -4.25 -4.00
-4.00
-4.50 D U
-4.25 -4.75
-
-
-
2
4
6
-4.50 T P S
-5.00 -4.75 -5.25
10
-5.00
-5.00
-5.50 -5.25 -5.75 -5.50 -6.00 -5.75 -6.25 -6.00 CLAYEY SILT and FINE SAND, Yellowish to Light Brown, Soft, High Plasticity
-6.00
-6.50 D U
-6.25 -6.75
-
-
-
1
2
3
-6.50 7 0 / 7 2 / 2 0 T D G . A I S E N O D N I F O Y T I S R E V I N U J P G . S T D _ G N U D E G _ A T A D G O L E R O B
T P S
-7.00 -6.75 -7.25
5
-7.00
-7.00
-7.50 -7.25 -7.75 -7.50 -8.00 -7.75 -8.25 -8.00
-8.00
-8.50 D U
-8.25 -8.75
-
-
-
1
2
4
-8.50 CLAYEY SILT and FINE SAND, Light Brown to Light Grey, Very Soft, Low Plasticity
T P S
-9.00 -8.75 -9.25 -9.00 -9.50
6 -9.00
-9.25 -9.75 -9.50 -10.00 0 0 . 0 1 -
-9.75 -10.25 -10.00
-10.00
0
10
20
30
40
50
60
Soil Mechanics Laboratory Civil Engineering Department, Faculty of Engineering University of Indonesia Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102
BORELOG PROJECT GEDUNG DTS-FTUI
ELEVATION (m) - 0.40 (from Lantai PAF)
LOCATION KAMPUS UI DEPOK
DATE 23/02/2007- 25/02/2007
BOREHOLE NO. DB01 - PAGE 2
TESTED BY Maryunadi
L W G
DESCRIPTION CLAYEY SILT and FINE SAND, Light Brown to Light Grey, Very Soft, Low Plasticity
L O B M Y S
S T S E T
) m ( H T P E D
) m ( V E L E
SPT
SPT CHART
15
15
15
-
-
-
2
2
2
N
-10.50 D U
-10.25 -10.75
-10.00
-10.50 T P S
-11.00 -10.75 -11.25
4
-11.00
-11.00
-11.50 -11.25 -11.75 -11.50 -12.00 -11.75 -12.25 -12.00
-12.00
-12.50 -12.25 -12.75 -12.50 T P S
-13.00 -12.75 -13.25
1
2
2
4
-13.00
-13.00
-13.50 -13.25 -13.75 -13.50 -14.00 -13.75 -14.25 -14.00
-14.00
-14.50
SILTY FINE SAND, Brown, Medium Dense, Non Plasticity -14.25
-14.75 -14.50 T P S
-15.00 -14.75 -15.25
6
8
9
17
-15.00
-15.00
-15.50 -15.25 -15.75 -15.50 -16.00 -15.75
SAND and COARSE SAND, thin lense CEMENTED SAND, Black, Very Dense, Non Plasticity
-16.25 -16.00
-16.00
-16.50 -16.25 -16.75 -16.50 7 0 / 7 2 / 2 0 T D G . A I S E N O D N I F O Y T I S R E V I N U J P G . S T D _ G N U D E G _ A T A D G O L E R O B
T P S
-17.00 -16.75 -17.25
15
22
19
41
-17.00
-17.00
-17.50 -17.25 -17.75 -17.50 -18.00 -17.75 -18.25 -18.00
-18.00
-18.50 -18.25 -18.75 -18.50 T P S
-19.00 -18.75 -19.25 -19.00 -19.50
18
25
26
51 -19.00
-19.25 -19.75 -19.50 -20.00 -19.75 -20.25 -20.00
-20.00
0
10
20
30
40
50
60
7 0 0 2 / 2 0 / 2 2
m 0 4 . 0 0 2
> >
: : : N O I T A E L . V T W E A . L D G E
5 1 ) % ( c q 0 / s f 1 = R F 5
I K U O T P F - E S D T I U T D G S S N U P E U M T D E A 1 0 G N K S
O I T A : : : R T E N E P T N . O E C I O T N E J A N C T O O O P P L C C R
0 0 0 . 0
0 0 . 2 -
0 0 . 4 -
0 0 . 6 -
0 0 . 8 -
0 0 . 0 1 -
0 0 . 2 1 -
0 0 . 4 1 -
4
0 0 . 6 1 -
0 0 . 8 1 -
0 0 . 0 2 -
0 0 . 8 1 -
0 0 . 0 2 -
> >
3 ) m c / g 2 k ( s f
2
1
a i s e n o d n I f o y t i s r e v i n U g n i r e e n i g n E f 2 o 0 9 y 1 4 t l 8 u 7 c 8 a 1 F 2 , 2 6 t + . n e x a F y m , r t o r 2 0 t a 1 9 a 4 r p o e 8 7 b D 8 a 1 2 L g n 2 i 6 s r c e + . i p l n e e n T a i , h g 4 c 2 e n 4 6 E 1 M l k l i i v o p o i e S C D
0 0 0 . 0
0 0 . 2 -
0 0 . 4 -
0 0 . 6 -
0 0 . 8 -
0 0 . 0 1 -
0 0 . 2 1 -
0 0 . 4 1 -
0 0 5 1
0 0 . 6 1 -
0 5 1
> > > > > >
c t f q
0 0 0 1
0 0 1 ) m c / g k ( c q
) m c / g k ( f t
2
0 0 5
0 0 0 . 0
0 5
0 0 . 2 -
0 0 . 4 -
0 0 . 6 -
0 0 . 8 -
0 0 . 0 1 ) m ( H T P E D
0 0 . 2 1 -
0 0 . 4 1 -
0 0 . 6 1 -
0 0 . 8 1 -
0 0 0 . 0 2 -
