Post on 06-May-2020
GRIHAYAN LTD
Rubbish
Grey soft to medium soft silty clay with
inorganic medium to fine sand.
Grey dense inorganic medium to fine
sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 01, Route Line= TR-1
Field Work Start Date: 17.10.2015, Field Work Finish Date: 17.10.2015
Project Location: Modunaghat, Chittagong. CH=0+121 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
3
2
3
2
5
4
6
4
5
30
31
30
10
3
.0m
1
0.0
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
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
G.W.L. :4.0m
GRIHAYAN LTD
Rubbish
Brown grey medium soft to stiff silty
clay with inorganic medium to fine sand.
l Grey soft to medium soft 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: 02, Route Line= TR-1
Field Work Start Date: 17.10.2015, Field Work Finish Date: 17.10.2015
Project Location: Modunaghat,Chittagong. CH= 0+121KM
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
9
4
3
2
2
4
4
7
10
33
26
23
21
17
31
32
32
30
9.0
0m
6
.00m
2
.00
m 2
.00m
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
G.W.L. :4.5m
GRIHAYAN LTD
Rubbish
Brown grey 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 stiff silty clay with inorganic medium to fine sand.
Grey very stiff to hard silty clay with
Inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 03, Route Line= TR-1
Field Work Start Date: 22.10.2015, Field Work Finish Date: 22.10.2015
Project Location: Quaish College, Chittagong. CH=2+906 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
8
8
2
2
3
4
6
8
14
18
31
30
33
10
4
.0m
3.0
0m
4.0
0m
2
.00m
2.0
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
G.W.L. :4.1m
GRIHAYAN LTD
Rubbish
Brown grey medium soft silty clay
with inorganic medium to fine sand.
Grey soft to medium soft silty clay with
inorganic medium to fine sand.
Grey very stiff to hard silty clay
with inorganic medium to fine sand.
Grey hard clay silt with Inorganic
medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 04, Route Line= TR-1
Field Work Start Date: 22.10.2015, Field Work Finish Date: 22.10.2015
Project Location: Quaish College, Chittagong. CH=2+925 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
8
6
2
3
4
3
4
5
6
15
32
34
33
10
4
.0m
3.0
0m
4.0
0m
2
.00m
2.0
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
G.W.L. :4.1m
GRIHAYAN LTD
Rubbish
Brown soft to medium soft silty clay with
inorganic medium to fine sand.
Brown dense inorganic medium to fine
sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 05, Route Line= TR-1
Field Work Start Date: 25.10.2015, Field Work Finish Date: 26.10.2015
Project Location: Mohora Jame Mosque,Chittagong. CH=3+780 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
3.0
m 10.0
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
D16
D17
D18
D19
D20
D21
D22
D23
D24
D25
D26
D27
D28
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
3
3
G.W.L. :5.0m
5
6
6
3
3
6
6
8
9
9
12
10
9
7
11
12
10
15
16
13
19
23
18
15
24
41
37
50
6
4 5 30
31
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
6
4
5 30 31
GRIHAYAN LTD
Rubbish
Brown soft to medium soft silty clay with
inorganic medium to fine sand.
Brown dense inorganic medium to fine
sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project: CWSISP/W4 Bore Hole No: 06, Route Line= TR-1
Field Work Start Date: 25.10.2015, Field Work Finish Date: 26.10.2015
Project Location: Mohora Jame Mosque,Chittagong. CH=3+795 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
3.0
m 10.0
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
D16
D17
D18
D19
D20
D21
D22
D23
D24
D25
D26
D27
D28
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
3
3
G.W.L. :5.0m
6
7
5
2
2
4
6
8
7
8
5
4
5
4
5
6
4
7
9
11
18
11
17
13
17
35
42
50
6
4 5 30
31
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
6
4
5 30 31
GRIHAYAN LTD
Rubbish
Grey very soft to soft silty clay with
inorganic medium to fine sand.
Grey very soft to soft silty clay with
inorganic medium to fine sand.
Grey loose inorganic medium to silty sand
With silty clay.
Grey medium dense to dense inorganic
t medium to silty sand with silty clay.
Grey hard silty clay with inorganic medium
to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 07, Route Line= TR-1
Field Work Start Date: 05.11.2015, Field Work Finish Date: 05.11.2015
Project Location: Zilani Saw Mill, Chittagong. CH=5+625 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
3
3
2
1
3
1
3
7
9
18
31
34
31
30
3.0
m 2
.0m
2
.0m
6.0
m 1.0
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
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
3
G.W.L. :3.0m
GRIHAYAN LTD
Rubbish
Brown grey medium soft clay with
inorganic medium to fine sand.
Brown grey very soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay with
inorganic medium to fine sand.
Grey medium soft to stiff clay with
I inorganic medium to fine sand.
Grey dense inorganic medium to silty
Sand with silty clay.
Brown dense inorganic medium to fine
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 08, Route Line= TR-1
Field Work Start Date: 05.11.2015, Field Work Finish Date: 05.11.2015
Project Location: Zilani Saw Mill, Chittagong. CH=5+660 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
8
7
0
0
0
1
2
5
14
31
30
34
30
31
5.0
m
2.0
m 3
.0m
2
.0m
2
.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
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
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
3
G.W.L. :3.5m
GRIHAYAN LTD
Rubbish
Brown grey soft to medium soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay with
inorganic medium to fine sand.
Grey medium dense to dense inorganic
medium to finesand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 09, Route Line= TR-1
Field Work Start Date: 08.11.2015, Field Work Finish Date: 09.11.2015
Project Location: Hazi Abdul Lathif Jame Mosque, Chittagong. CH=7+415 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
2
2
1
1
2
3
11
13
18
30
33
34
10
6.0
m 5.0
m
1.0
m 2.0
m
1.0
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
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
G.W.L. :4.0m
GRIHAYAN LTD
Rubbish
Brown grey soft to medium soft clay
With inorganic medium to fine sand.
Grey very soft to 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= TR-1
Field Work Start Date: 08.11.2015, Field Work Finish Date: 09.11.2015
Project Location: Hazi Abdul Lathif Jame Mosque, Chittagong. CH=7+435 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
4
5
0
2
2
0
1
12
16
31
32
33
36
6.0
m
5.0
m 3
.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
D1
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
D13
D14
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
3
G.W.L. :4.6m
GRIHAYAN LTD
Rubbish
Brown soft to medium soft clay with
inorganic medium to fine sand.
Light grey soft silty clay with inorganic
medium to fine sand.
Light grey medium dense to dense
inorganic medium to silty sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 11, Route Line= TR-1
Field Work Start Date: 19.10.2015, Field Work Finish Date: 20.10.2015
Project Location:Naju Miya Hat, Chittagong. CH=1+633 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
6
2
3
2
4
3
4
23
34
34
32
31
10
5
.00
m
6.0
m 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
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
G.W.L. :5.0m
GRIHAYAN LTD
Rubbish
Brown soft to medium soft silty clay with
inorganic medium to fine sand.
Brown dense inorganic medium to fine
sand with silty clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 12, Route Line= TR-1
Field Work Start Date: 19.11.2015, Field Work Finish Date: 21.11.2015
Project Location:Naju Miya Hat, Chittagong. CH=1+643 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
3.0
m 10.0
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
D16
D17
D18
D19
D20
D21
D22
D23
D24
D25
D26
D27
D28
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
3
3
G.W.L. :5.0m
6
4
2
2
2
7
6
5
16
17
31
25
18
23
4
4
5
5
5
6
4
9
13
21
24
32
35
31
6
4 5 30
31
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
6
4
5 30 31
GRIHAYAN LTD
Rubbish
Light grey soft to medium soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay with inorganic
medium to fine sand.
Grey hard clay with inorganic medium
.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 15, Route Line= TR-1
Field Work Start Date: 06.11.2015, Field Work Finish Date: 06.11.2015
Project Location: Mowlavi Pukur Par, Chittagong. CH=6+741 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)
to fine 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
6
5
4
0
1
2
0
1
2
0
4
4
35
36
31
3.0
0m
9
.00m
3.0
0m
2
.00m
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
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
3
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
14.0
6
G.W.L. :3.0m
GRIHAYAN LTD
Rubbish
Brown soft to medium soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay inorganic
medium to fine sand.
Grey very soft to medium soft silty clay with inorganic medium to fine sand.
Grey hard silty clay with inorganic Medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 13, Route Line= TR-1
Field Work Start Date: 29.10.2015, Field Work Finish Date: 31.10.2015
Project Location: CDA Girls School & College, Chittagong. CH=4+628 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)
Grey soft to medium soft clay with
inorganic medium to fine sand.
Grey medium soft to stiff silty clay with
inorganic medium to fine 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
5
8
4
2
3
5
2
1
1
2
4
7
4
2
5
1
2
2
5
2
7
4
9
12
13
9
11
9
9
48
1.0
0m
8.0
0m
7.0
0m
3
.00m
8
.00m
3.0
0m
2
.00m
2.0
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
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
3
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
6
5
6
G.W.L. :3.0m
GRIHAYAN LTD
Rubbish
Brown soft to medium soft clay with inorganic medium to fine sand.
Grey very soft to soft clay inorganic
medium to fine sand.
Grey medium soft to stiff silty clay with
Grey hard silty clay with inorganic Medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 14, Route Line= TR-1
Field Work Start Date: 29.10.2015, Field Work Finish Date: 31.10.2015
Project Location: CDA Girls School & College, Chittagong. CH=4+638 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)
Grey soft to medium soft clay with
inorganic medium to fine sand.
inorganic medium to fine 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
5
7
4
3
1
4
1
2
4
5
3
4
4
5
4
5
6
14
7
7
9
8
5
7
6
10
12
14
11
38
1.0
0m
12.0
0m
8
.00
m 6.0
0m
3
.00m
2.0
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
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
3
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
6
5
6
G.W.L. :4.0m
GRIHAYAN LTD
Brown soft silty with inorganic medium to fine sand.
Brown grey medium soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay with inorganic
medium to fine sand.
Grey medium soft clay with inorganic
medium to fine sand.
Grey medium soft silty clay with inorganic
medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 16, Route Line= TR-1
Field Work Start Date: 07.11.2015, Field Work Finish Date: 07.11.2015
Project Location: Mowlavi Pukur Par, Chittagong. CH=6+751 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)
Grey dense inorganic Medium to fine sand with silty clay.
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
3
5
7
6
2
1
2
3
5
7
6
5
6
6
5
30
30
32
3.0
0m
3.0
0m
4
.00
m 4
.00
m
3
.00m
1.0
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
D16
D17
D1
D2
D3
D4
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
3
3
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
14.0
6
G.W.L. :3.5m
GRIHAYAN LTD
Rubbish
Brown grey very soft to soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay with inorganic
medium to fine sand.
Grey stiff clay with inorganic medium
to fine sand .
Grey medium dense to dense inorganic
.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 17, Route Line= TR-1
Field Work Start Date: 11.11.2015, Field Work Finish Date: 11.11.2015
Project Location:Bangladesh Institute Of Management, Chittagong. CH=7+740 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)
medium to fine sand with clay.
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
2
0
1
2
3
1
10
15
20
30
33
32
10
3.0
0m
3
.00m
5.0
0m
2
.00
m 2
.00m
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
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
G.W.L. :5.0m
GRIHAYAN LTD
Rubbish
Light grey very soft to soft clay with
inorganic medium to fine sand.
Grey very soft to soft clay with inorganic
medium to fine sand.
Grey stiff to hard clay with inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 18, Route Line= TR-1
Field Work Start Date: 11.11.2015, Field Work Finish Date: 11.11.2015
Project Location:Bangladesh Institute Of Management, Chittagong. CH=7+760 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
3
2
1
1
2
1
0
11
14
19
31
32
32
10
6.0
m
5
.00m
2
.00m
2.0
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
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
G.W.L. :4.5m
GRIHAYAN LTD
Rubbish
Brown medium soft to stiff clay with
inorganic medium to fine sand.
Light grey medium soft to stiff clay with Inorganic medium to fine sand.
Light grey medium dense to dense
inorganic medium to fine sand with clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 19, Route Line= TR-1
Field Work Start Date: 24.10.2015, Field Work Finish Date: 24.10.2015
Project Location :Quaish College, Chittagong. CH=3+107 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
14
5
8
7
5
10
13
10
14
17
31
33
30
10
5.0
0m
6
.00m
2
.00
m
2.0
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
G.W.L. :4.5m
GRIHAYAN LTD
Rubbish
Brown soft to medium soft clay with
inorganic medium to fine sand.
Grey very soft clay with Inorganic
medium to fine sand.
Grey medium soft to stiff silty clay with
inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 21, Route Line= TR-1
Field Work Start Date: 12.11.2015, Field Work Finish Date: 12.11.2015
Project Location:Bus Terminal Area, Chittagong. CH=8+515 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)
Grey medium dense to dense inorganic
Medium to fine sand with silty clay.
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
4
2
1
2
6
7
11
15
23
31
32
35
10
4
.00m
4.0
0m
3
.00m
2
.00
m
2
.00m
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
G.W.L. :3.5m
GRIHAYAN LTD
Brown soft to medium soft clay with inorganic medium to fine sand.
Brown medium soft to stiff clay with
inorganic medium to fine sand.
Light grey soft to medium soft clay with
Inorganic medium to fine sand.
Light grey stiff clay with Inorganic medium
to fine sand.
Light grey medium dense to dense
inorganic medium to fine sand with clay.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 20, Route Line= TR-1
Field Work Start Date: 23.10.2015, Field Work Finish Date: 24.10.2015
Project Location:Quaish College, Chittagong. CH=3+117 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
5
13
5
2
6
9
11
14
11
14
18
31
34
36
10
5.0
0m
4
.00
m
2
.00m
2
.00m
2.0
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
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
G.W.L. :4.0m
GRIHAYAN LTD
Rubbish
Brown grey soft to medium soft clay with
inorganic medium to fine sand.
Grey very soft clay with Inorganic
medium to fine sand.
Grey medium soft to stiff silty clay with
inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 22, Route Line= TR-1
Field Work Start Date: 12.11.2015, Field Work Finish Date: 12.11.2015
Project Location:Bus Terminal Area, Chittagong. CH=8+526 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)
Grey very stiff silty clay with inorganic
Medium to fine sand.
Grey dense inorganic medium to silty sand
With silty clay.
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
4
1
0
2
5
7
15
23
24
31
34
31
10
3.0
0m
2
.00m
3
.00
m
3
.00m
2
.00
m 2
.00m
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
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
G.W.L. :4.5m
GRIHAYAN LTD
Rubbish
Brown grey soft to medium soft clay
with inorganic medium to fine sand.
Grey very soft to soft clay with inorganic
medium to fine sand.
Grey soft to medium soft clay with
inorganic medium to fine sand.
Grey stiff to very stiff clay with
inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 23, Route Line= TR-1
Field Work Start Date: 01.11.2015, Field Work Finish Date: 03.11.2015
Project Location: CDA Railway Junction, Chittagong. CH=4+660 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)
Grey hard clay with inorganic medium to
fine 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
7
7
2
1
1
2
2
2
3
2
5
3
4
5
6
10
12
13
13
13
10
9
7
9
11
9
10
13
19
37
41
2.0
0m
14.0
0m
5
.00
m
7
.00
m 3
.00m
2
.00m
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
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
3
3
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
6
5
6
5
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
48
5
7
2
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
G.W.L. :5.0m
GRIHAYAN LTD
Rubbish
Brown grey medium soft to stiff clay
with inorganic medium to fine sand.
Grey very soft clay with inorganic
medium to fine sand.
Grey medium soft to stiff clay with
inorganic medium to fine sand.
Client Name: China Petroleum Pipeline Bureau Project : CWSISP/W4 Bore Hole No: 24, Route Line= TR-1
Field Work Start Date: 01.11.2015, Field Work Finish Date: 03.11.2015
Project Location: CDA Railway Junction, Chittagong. CH=4+690 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)
Grey very stiff to hard clay with inorganic
to medium fine 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
10
6
1
2
1
2
1
2
2
2
1
2
5
5
6
5
7
9
8
10
9
8
9
9
10
9
11
13
18
34
40
2.0
0m
14.0
0m
5
.00
m 7
.00
m 3
.00m
2
.00m
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
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
3
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
6
5
6
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
48
5
7
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
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
9.0
10.0
11.0
12.0
13.0
14.0
G.W.L. : 5.0m
GRIHAYAN LTD
GRIHAYAN LTD
GRIHAYAN LTD