Soil Profile 1 5

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Project:Location: G.L.: m

150mm

0 10 20 30 40 50 60 70 80 90

SS - Split Spoon Sample

3.000 3.000 14 10 11 21 l 3.000 SS

6.000 13 14 13 27 l 6.000 SS

8.000

9.000 1 2 2 4 l 9.000 SS

12.000 1 2 3 5 l 12.000 SS

15.000 1 2 4 6 l 15.000 SS

18.000 3 3 6 9 l 18.000 SS

20.000

21.000 6 9 12 21 l 21.000 SS

23.000

24.000 10 14 23 37 l 24.000 SS

25.700

27.000 29 27.000 SS

30.000 37 30.000 SS

m R.L. of G.W.T: 3.000

Started on : Ended on : Dia. of Bore :

Stratification Data SPT - Data Type of Sample

Dep

thBe

low

G.L.(

m)

G.W.T.

(m)

So

ilPro

file

Description of Soil

Dep

tho

f

SPT(m)

No. of Blows for Pent.

(cm)

Dep

tho

f

Samp

le(m)

Typeo

f

Samp

le

0-1

5

15-3

0

30-4

5

N

FIG.2.Sub Soil Profile at BH- Location

7cm Penet For 50 Blows

Brownish M.Dense Silty Fine Sand

Angle of Shearing Resistance 34.20

Blackish M.Stiff to Stiff Silty Clay

Undrained Shear Strength 40kPa

Greenish to Yellowish V.Stiff Silty Clay


Greenish to Yellowish Dense Cemented Sand


Greyish Hard Compacted Clay (Shale)



Borehole terminated at 30m depth below E.G.L.

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Project:Location: G.L.: m

150mm

0 10 20 30 40 50 60 70 80 90


3.000 7 17 13 30 l 3.000 SS

3.500

6.000 7 17 7 24 l 6.000 SS

9.000 9.000 2 3 2 5 l 9.000 SS

12.000 1 2 3 5 l 12.000 SS

15.000 15.000 1 1 0 1 15.000 SS

18.000 18.000 1 8 9 17 l 18.000 SS

21.000 21.000 9 17 16 33 l 21.000 SS

24.000 24.000 13 14 19 33 l 24.000 SS

27.000 27.000 3 27.000 DS

30.000 30.000 SS




Blackish M.Stiff Silty Clay

Undrained Shear Strength 33.33kPa

Blackish V.Loose Clayey Silty Fine Sand

Angle of Shearing Resistance 280

Greenish to Yellowish Hard Compacted Silty Clay


Blackish Dense Clayey Silty Fine to Medium

Coarse Sand


Blackish V.Stiff Silty Clay




10cm Penet For 31 BlowsGreyish Hard Compacted Clay (Shale)



(cm)

Dep

tho

f

Samp

le(m)

Typeo

f

Samp

le

0-1

5

15-3

0

30-4

5

N

Dia. of Bore :


Dep

thBe

low

G.L.(

m)

G.W.T.

(m)

So

ilPro

file

Description of Soil

Dep

tho

f

SPT(m)

Started on : Ended on :

0.000 m R.L. of G.W.T: 3.500

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Project:

Location: G.L.: m

150mm

0 10 20 30 40 50 60 70 80 90


3.000 6 9 13 22 l 3.000 SS

3.500

6.000 6 8 9 17 l 6.000 SS

9.000 9.000 4 3 3 6 l 9.000 SS

12.000 3 3 4 7 l 12.000 SS

15.000 2 3 3 6 l 15.000 SS

18.000 18.000 8 11 16 27 l 18.000 SS

21.000 21.000 7 15 18 33 l 21.000 SS

24.000 24.000 11 14 19 33 l 24.000 SS

27.000 9 12 20 32 l 27.000 SS

30.650 30.650 25 33 30.650 SS

0.000 m R.L. of G.W.T: 3.500



Typeo

f

Samp

le

0-1

5

15-3

0

30-4

5

NDep

thBe

low

G.L.(

m)

G.W.T.

(m)

So

ilPro

file

Description of Soil

Dep

tho

f

SPT(m)

Greyish to Blackish M.Stiff Silty Clay





(cm)

Dep

tho

f

Samp

le(m)



Greyish to Blackish V.Stiff Silty Clay


Greenish to Yellowish Hard Compacted Silty Clay


Greyish to Brownish Dense Silty Fine to Medium

Coarse Sand


Borehole terminated at 30.65m depth below E.G.L.

Greyish Hard Compacted Clay ( Shale )


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Project:

Location: G.L.: m

150mm

0 10 20 30 40 50 60 70 80 90


1.500 5 6 10 16 l 1.500 SS

3.000 3.000 3 6 11 17 l 3.000 SS

4.500 3 5 10 15 l 4.500 SS

6.000 6.000 1 1 3 4 l 6.000 SS

7.500 7.500 3 4 5 9 l 7.500 SS

9.000 2 2 4 6 l 9.000 SS

10.000

10.500 3 4 4 8 l 10.500 SS

12.000 1 1 2 3 l 12.000 SS

13.500 1 2 3 5 l 13.500 SS

14.000

15.000 19 17 15 32 l 15.000 SS

16.500 15 17 20 37 l 16.500 SS

17.200

18.000 9 12 15 27 l 18.000 SS

19.800

20.000 9 12 19 31 l 20.000 SS

22.000 11 15 18 33 l 22.000 SS

23.000

24.000 16 30 42 72 l 24.000 SS

26.000 39 26.000 DS

27.000

28.000 28.000 SS

30.000 30.000 CS

0.000 m R.L. of G.W.T: 3.000



Dep

thBe

low

G.L.(

m)

G.W.T.

(m)

So

ilPro

file

Description of Soil

Dep

tho

f

SPT(m)


(cm)

Dep

tho

f

Samp

le(m)

Typeo

f

Samp

le

0-1

5

15-3

0

30-4

5

N




CRR=0%,RQD=0%

Greyish to Greenish Hard Compacted Clay

( Shale)


Brownish to Greyish V.Stiff Silty Clay


Blackish to Greyish Soft Silty Clay


Blackish M.Stiff to Stiff Silty Clay


Blackish Loose Clayey Silty Fine Sand

Angle of Shearing Resistance 290

Greyish to Greenish Dense Clayey Silty Fine toMedium Coarse Sand


Yellowish to Greyish V.Stiff Compacted Clay


Greyish to Yellowish Dense Clayey Silty Fine

Sand


Brownish to Yellowish V.Dense Silty Fine to

Medium Coarse Sand


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Project:

Location: G.L.: m

150mm

0 10 20 30 40 50 60 70 80 90


0.500 - - - - DS - Undistubed Sample 0.500 DS

1.000 1.000 5 8 15 23 l 1.000 SS

2.000 2.000 3 6 8 14 l 2.000 SS

3.000 4 6 10 16 l 3.000 SS

3.500

4.000 11 13 14 27 l 4.000 SS

5.000 14 15 15 30 5.000 SS

6.000 6.000 3 5 8 13 l 6.000 SS

7.000 3 4 5 9 l 7.000 SS

8.000 4 6 6 12 l 8.000 SS

9.000 7 7 9 16 l 9.000 SS

10.000 10.000 10 12 15 27 l 10.000 SS

11.500 14 20 20 40 l 11.500 SS

12.800

13.000 8 7 8 15 l 13.000 SS

14.500 2 2 3 5 l 14.500 SS

16.000 3 3 4 7 l 16.000 SS

17.500 3 4 5 9 l 17.500 SS

18.500

19.000 10 11 12 23 l 19.000 SS

21.000 10 10 15 25 l 21.000 SS

23.000 14 14 15 29 l 23.000 SS

24.500

25.000 17 17 21 38 l 25.000 SS

27.000 20 23 28 51 l 27.000 SS

28.000 28.000 28.000 SS

30 000 30 000 CS

Started on :

CRR=40%,RQD=0%

0.000 m R.L. of G.W.T: 3.500

N

Dia. of Bore :

SoilPro

file

Description of Soil

Dep

tho

f

SP

T(m)


(cm)

Ended on :

Blackish Stiff to V.Stiff Silty Clay


(Filled Up )

Blackish to Yellowish Silty Fine to Medium Coarse Sand

Yellowish M.Dense Silty Fine to Medium Coarse Sand


Brownish to Yellowish Stiff to V.Stiff Silty Clay


Greenish M.Dense Silty Fine Sand


0-1

5

15-3

0

30-4

5

Dep

tho

f

Samp

le(m)


Typeo

f

Samp

le

Dep

thBe

low

G.L

.(m

)

G.W

.T.

(m)

Blackish to Greyish M.Dense to Dense Clayey Silty Fine

Sand


Greyish to Blackish M.Stiff to Stiff Silty Clay


Greyish to Blackish V.Stiff Compacted Clay


Greyish to Blackish Hard Compacted Clay


Greyish Hard Compacted Clay (Shale)



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Soil Profile 1 5

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