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GRIHAYAN LTD
Rubbish
Brown medium soft silty clay with
inorganic medium to fine sand.
Brown loose inorganic medium to fine
sand with silty clay.
Brown medium soft to stiff silty clay with inorganic medium to fine sand.
Grey very hard silty clay with inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 02, Route Line= SP-A
Field Work Start Date: 18.09.2015, Field Work Finish Date: 20.09.2015
Project Location: Conolel Hut, Chittagong. CH=1+150 KM
Dep
th (
m)
Sam
ple
Type
Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
7
9
10
10
4
5
50
50
50
50
50
50
10
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0 38 43
53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 15cm penetration
50 Blow for 10cm penetration
50 Blow for 8cm penetration
50 Blow for 8cm penetration
50 Blow for 12cm penetration
50 Blow for 10cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown medium soft silty clay with
inorganic medium to fine sand.
Brown loose inorganic medium to fine
sand with silty clay.
Brown medium soft to stiff silty clay with inorganic medium to fine sand.
Grey very hard silty clay with inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 03, Route Line= SP-A
Field Work Start Date: 21.09.2015, Field Work Finish Date: 22.09.2015
Project Location: Conolel Hut, Chittagong. CH=1+150 KM
Dep
th (
m)
Sam
ple
Type
Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
11
10
12
14
30
50
50
50
50
50
50
50
50
10
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0 38 43
53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 8cm penetration
50 Blow for 6cm penetration
50 Blow for 6cm penetration
50 Blow for 5cm penetration
50 Blow for 7cm penetration
50 Blow for 7cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
50 Blow for 13cm penetration
50 Blow for 10cm penetration
GRIHAYAN LTD
Rubbish
Brown loose to very loose inorganic
medium to fine sand with silty clay.
Brown soft to medium soft silty clay with
inorganic medium to fine sand.
Grey very stiff to very hard silty clay with
inorganic medium to fine sand with silty
clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 04, Route Line= SP-A
Field Work Start Date: 02.10.2015, Field Work Finish Date: 02.10.2015
Project Location: Conolel Hut, Chittagong. CH=1+150 KM
Dep
th (
m)
Sam
ple
Type
Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
2
4
7
10
7
4
2
4
2
2
26
50
50
10
3.0
m 6
.0m
4
.0m
2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0 38 43
53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 6cm penetration
50 Blow for 5cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown medium soft silty clay with inorganic medium to fine sand.
Grey soft to medium soft silty clay with
inorganic medium to fine sand.
Grey medium soft to very stiff silty clay with inorganic medium to fine sand.
Grey very hard silty clay with inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 05, Route Line= SP-A
Field Work Start Date: 02.10.2015, Field Work Finish Date: 02.10.2015
Project Location: Conolel Hut, Chittagong. CH=1+150 KM
Dep
th (
m)
Sam
ple
Type
Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
5
6
5
2
7
8
19
7
7
6
24
50
50
10
2.0
m 5
.0m
4
.0m
2.0
m 2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0 38 43
53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 12cm penetration
50 Blow for 10cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Grey soft to medium soft silty clay with
inorganic medium to fine sand.
Grey medium soft to very stiff silty clay
with inorganic medium to fine sand.
l Grey very dense inorganic medium to fine
sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 06, Route Line= SP-A
Field Work Start Date: 04.10.2015, Field Work Finish Date: 05.10.2015
Project Location: Near to Port Link Road,Chittagong. CH=3+259 KM
Dep
th (
m)
Sam
ple
Type
Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
5
6
5
2
7
8
19
7
7
6
24
50
50
10
2.0
m 5
.0m
4
.0m
2.0
m 2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 12cm penetration
50 Blow for 10cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown medium soft to stiff silty clay with
inorganic medium to fine sand.
Grey soft to medium soft silty clay
with inorganic medium to fine sand.
l Grey very dense inorganic medium to fine
sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 07, Route Line= SP-A
Field Work Start Date: 04.10.2015, Field Work Finish Date: 05.10.2015
Project Location: Near to Port Link Road,Chittagong. CH=3+272 KM
Dep
th (
m)
Sam
ple
Type
Lay
er
Thic
knes
s Description of strata encountered Soil Classification system :
Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
7
7
5
7
11
5
2
5
3
4
64
72
50
10
3.0
m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 10cm
penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown loose inorganic medium to
fine sand with silty clay.
Grey medium soft to stiff silty clay
with inorganic medium to fine sand.
l Grey very stiff to very hard silty clay
with inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 08, Route Line= SP-A
Field Work Start Date: 06.10.2015, Field Work Finish Date: 06.10.2015
Project Location:,Chittagong. CH=4+027 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered Soil Classification system :
Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
6
5
5
6
8
7
6
7
10
22
50
50
50
10
4.0
m 4.0
m 5.0
m
2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0 38 43
53
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 9cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
50 Blow for 10cm penetration
50 Blow for 13cm penetration
GRIHAYAN LTD
Rubbish
Grey stiff silty clay with inorganic medium
to fine sand.
l Grey very stiff to hard silty clay
with inorganic medium to fine sand.
Grey dense to very dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 12, Route Line= SP-A
Field Work Start Date: 09.10.2015, Field Work Finish Date: 09.10.2015
Project Location: Chittagong. CH=6+326 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered Soil Classification system :
Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
17
18
34
39
42
23
25
31
14
16
31
59
50
10
3.0
m 8
.0m
2
.0m
2.0
m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0 38 43
53
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 9cm
penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown loose inorganic medium to fine
sand with silty clay.
l Brown medium soft to stiff silty clay
with inorganic medium to fine sand.
Grey very dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 13, Route Line= SP-A
Field Work Start Date: 09.10.2015, Field Work Finish Date: 09.10.2015
Project Location: Shah Amanat Petrol Pump,Chittagong. CH=634 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
5
6
7
9
8
9
14
30
29
65
53
58
50
10
4.0
m
6
.0m
3.0
m 2.0
m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 9cm
penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown medium dense inorganic
medium to fine sand with silty clay.
l Brown stiff to hard silty clay with
inorganic medium to fine sand.
Grey hard to very hard silty clay with
inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 14, Route Line= SP-A
Field Work Start Date: 09.10.2015, Field Work Finish Date: 10.10.2015
Project Location: Shah Amanat Petrol Pump,Chittagong. CH=364KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
21
20
21
12
14
15
13
16
32
9
31
42
50
10
3.0
m
7.0
m
3.0
m 2.0
m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 9cm
penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
GRIHAYAN LTD
Rubbish
Brown medium soft silty clay with inorganic medium to fine sand.
l Brown stiff to very stiff silty clay
with inorganic medium to fine sand.
Grey very dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 15, Route Line= SP-A
Field Work Start Date: 09.10.2015, Field Work Finish Date: 10.10.2015
Project Location: Shah Amanat Petrol Pump,Chittagong. CH=6-326 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
6
5
6
7
8
9
13
16
19
50
50
50
50
10
4.0
m 4
.0m
5.0
m
2.0
m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
50 Blow for 10cm penetration
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
50 Blow for 12cm penetration
50 Blow for 13cm penetration
50 Blow for 14cm penetration
GRIHAYAN LTD
Rubbish
Brown medium soft silty clay with inorganic medium to fine sand.
l Grey medium soft to stiff silty clay
with inorganic medium to fine sand.
Grey medium dense to dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 10, Route Line= SP-A
Field Work Start Date: 07.10.2015, Field Work Finish Date: 07.10.2015
Project Location: Shah Amanat Petrol Pump,Chittagong. CH=5-130 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
5
6
9
8
7
6
8
10
14
10
11
15
34
37
39
6.0
m 4
.0m
5.0
m
3.0
m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
GRIHAYAN LTD
Rubbish
Brown medium soft to stiff silty clay with
inorganic medium to fine sand.
l Grey soft to stiff silty clay with inorganic
medium to fine sand.
Grey medium dense to dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 11, Route Line= SP-A
Field Work Start Date: 07.10.2015, Field Work Finish Date: 07.10.2015
Project Location: Shah Amanat Petrol Pump,Chittagong. CH=5-139 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
10
8
7
8
3
8
11
8
10
18
18
15
18
32
36
42
7.0
m
6
.0m
4
.0m
2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
D16
GRIHAYAN LTD
Rubbish
Brown soft to medium soft silty clay with
inorganic medium to fine sand.
l Grey medium soft to stiff silty clay with
inorganic medium to fine sand.
Grey medium dense to dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 01, Route Line= SP-A
Field Work Start Date: 12.10.2015, Field Work Finish Date: 13.10.2015
Project Location: Colonel Hut Junction,Chittagong. CH=0+005 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
4
5
4
7
6
4
7
11
14
14
18
30
34
36
32
38
7.0
m 6
.0m
4
.0m
2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
D16
GRIHAYAN LTD
Rubbish
Brown soft to medium soft silty clay with
inorganic medium to fine sand.
l Grey medium soft to stiff silty clay with
inorganic medium to fine sand.
Grey medium dense to dense inorganic
medium to fine sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 09, Route Line= SP-A
Field Work Start Date: 06.10.2015, Field Work Finish Date: 06.10.2015
Project Location: Colonel Hut Junction,Chittagong. CH=4+052 KM
Dep
th (
m)
Sam
ple
Type Lay
er
Thic
knes
s Description of strata encountered
Soil Classification system : Massachusetts Institute of Technology
(MIT) Sym
bol
SP
T
SPT CURVE
Number OF Blows Vs Depth (according to ASTM D1586)
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
5
3
21
30
24
3
2
12
13
14
23
21
17
11
50
50
50
30
7.0
m 6
.0m
4
.0m
2
.0m
Distributed sample (D)
Undisturbed sample (UD)
Clay
Silt
Sand
Organic
Silty clay
Clay silt
Silty sand
0.0
1.5
3.0
4.5
6.0
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
19.5
21.0
22.5
24.0
25.5
27.0
28.5
30.0
31.5
33.0
34.5
36.0
37.5
39.0
40.5
42.0
43.5
45.0
46.5
48.0
50.0
38 43 53 47
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
8.0
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
D15
D16
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
16.0
GRIHAYAN LTD
GRIHAYAN LTD
