Data Bor Sondir

3
- - 4 - 3 - 1 2 1 - 2 - 1 - - - GWL - - 10.00 2 6 3 - 6 5 10 6 - SILTY CLAY trace FINE SAND, Light Brown to Red, Stiff, High Plasticity UD CLAYEY SILT and FINE SAND, Yellowish to Light Brown, Soft, High Plasticity SPT SILTY CLAY, Dark Brown, Medium Stiff, High Plasticity CLAYEY SILT and FINE SAND, Light Brown to Light Grey, Very Soft, Low Plasticity 4 SPT UD SPT UD SPT UD 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 BORELOG DATA_GEDUNG_DTS.GPJ UNIVERSITY OF INDONESIA.GDT 02/27/07 ELEVATION (m) - 0.40 (from Lantai PAF) Soil Mechanics Laboratory Civil Engineering Department, Faculty of Engineering University of Indonesia N DATE 15 15 Depok 16424, Telp. +62 21 788 49102, Fax. +62 21 788 49102 Maryunadi TESTED BY DEPTH (m) 15 LOCATION GEDUNG DTS-FTUI PROJECT DB01 - PAGE 1 0 10 20 30 40 50 60 SPT KAMPUS UI DEPOK SYMBOL BORELOG DESCRIPTION TESTS BOREHOLE NO.

Transcript of Data Bor Sondir

Page 1: Data Bor Sondir

-

-

4

-

3

-

1 2

1

-

2

-

1

- -

-

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

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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.

Page 2: Data Bor Sondir

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

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

SYM

BO

L

Page 3: Data Bor Sondir

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