Soil Profile 1 5
-
Upload
raja-parasuraman -
Category
Documents
-
view
227 -
download
0
Transcript of Soil Profile 1 5
-
7/31/2019 Soil Profile 1 5
1/45
Geo Marine
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
Undrained Shear Strength 140kPa
Greenish to Yellowish Dense Cemented Sand
Angle of Shearing Resistance 37.90
Greyish Hard Compacted Clay (Shale)
Undrained Shear Strength 400kPa
11cm Penet For 50 Blows
Borehole terminated at 30m depth below E.G.L.
4
-
7/31/2019 Soil Profile 1 5
2/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
3/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
4/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
5/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
6/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
7/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
8/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
9/45
Geo Marine
4
-
7/31/2019 Soil Profile 1 5
10/45
Geo Marine
Project:Location: G.L.: m
150mm
0 10 20 30 40 50 60 70 80 90
SS - Split Spoon Sample
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
11cm Penet For 35 Blows
Brownish M.Dense Silty Fine Sand
Angle of Shearing Resistance 35.10
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
Undrained Shear Strength 220kPa
Blackish Dense Clayey Silty Fine to Medium
Coarse Sand
Angle of Shearing Resistance 36.80
Blackish V.Stiff Silty Clay
Undrained Shear Strength 113.33kPa
Borehole terminated at 30m depth below E.G.L.
FIG.2.Sub Soil Profile at BH- Location
10cm Penet For 31 BlowsGreyish Hard Compacted Clay (Shale)
Undrained Shear Strength 400kPa
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
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)
Started on : Ended on :
0.000 m R.L. of G.W.T: 3.500
5
-
7/31/2019 Soil Profile 1 5
11/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
12/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
13/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
14/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
15/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
16/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
17/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
18/45
Geo Marine
5
-
7/31/2019 Soil Profile 1 5
19/45
Geo Marine
Project:
Location: G.L.: m
150mm
0 10 20 30 40 50 60 70 80 90
SS - Split Spoon Sample
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
Stratification Data SPT - Data Type of Sample
Started on : Ended on : Dia. of Bore :
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
Undrained Shear Strength 40kPa
Brownish M.Dense Silty Fine Sand
Angle of Shearing Resistance 32.70
No. of Blows for Pent.
(cm)
Dep
tho
f
Samp
le(m)
FIG.2.Sub Soil Profile at BH- Location
7cm Penet For 35 Blows
Greyish to Blackish V.Stiff Silty Clay
Undrained Shear Strength 180kPa
Greenish to Yellowish Hard Compacted Silty Clay
Undrained Shear Strength 220kPa
Greyish to Brownish Dense Silty Fine to Medium
Coarse Sand
Angle of Shearing Resistance 36.80
Borehole terminated at 30.65m depth below E.G.L.
Greyish Hard Compacted Clay ( Shale )
Undrained Shear Strength 400kPa
6
-
7/31/2019 Soil Profile 1 5
20/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
21/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
22/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
23/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
24/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
25/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
26/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
27/45
Geo Marine
6
-
7/31/2019 Soil Profile 1 5
28/45
Geo Marine
Project:
Location: G.L.: m
150mm
0 10 20 30 40 50 60 70 80 90
SS - Split Spoon Sample
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
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
Borehole terminated at 30m depth below E.G.L.
FIG.2.Sub Soil Profile at BH- Location
3cm Penet For 50 Blows
CRR=0%,RQD=0%
Greyish to Greenish Hard Compacted Clay
( Shale)
10cm Penet For 50 Blows
Brownish to Greyish V.Stiff Silty Clay
Undrained Shear Strength 106.67kPa
Blackish to Greyish Soft Silty Clay
Undrained Shear Strength 26.67kPa
Blackish M.Stiff to Stiff Silty Clay
Undrained Shear Strength 46.67kPa
Blackish Loose Clayey Silty Fine Sand
Angle of Shearing Resistance 290
Greyish to Greenish Dense Clayey Silty Fine toMedium Coarse Sand
Angle of Shearing Resistance 37.40
Yellowish to Greyish V.Stiff Compacted Clay
Undrained Shear Strength 180kPa
Greyish to Yellowish Dense Clayey Silty Fine
Sand
Angle of Shearing Resistance 36.60
Brownish to Yellowish V.Dense Silty Fine to
Medium Coarse Sand
Angle of Shearing Resistance 42.50
7
-
7/31/2019 Soil Profile 1 5
29/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
30/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
31/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
32/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
33/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
34/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
35/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
36/45
Geo Marine
7
-
7/31/2019 Soil Profile 1 5
37/45
Geo Marine
Project:
Location: G.L.: m
150mm
0 10 20 30 40 50 60 70 80 90
SS - Split Spoon Sample
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)
No. of Blows for Pent.
(cm)
Ended on :
Blackish Stiff to V.Stiff Silty Clay
Undrained Shear Strength 86.67kPa
(Filled Up )
Blackish to Yellowish Silty Fine to Medium Coarse Sand
Yellowish M.Dense Silty Fine to Medium Coarse Sand
Angle of Shearing Resistance 33.90
Brownish to Yellowish Stiff to V.Stiff Silty Clay
Undrained Shear Strength 100kPa
Greenish M.Dense Silty Fine Sand
Angle of Shearing Resistance 35.70
0-1
5
15-3
0
30-4
5
Dep
tho
f
Samp
le(m)
Stratification Data SPT - Data Type of Sample
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
Angle of Shearing Resistance 37.10
Greyish to Blackish M.Stiff to Stiff Silty Clay
Undrained Shear Strength 60kPa
Greyish to Blackish V.Stiff Compacted Clay
Undrained Shear Strength 173.33kPa
Greyish to Blackish Hard Compacted Clay
Undrained Shear Strength 306.67kPa
Greyish Hard Compacted Clay (Shale)
5cm Penet For 50 Blows
-
7/31/2019 Soil Profile 1 5
38/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
39/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
40/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
41/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
42/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
43/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
44/45
Geo Marine
8
-
7/31/2019 Soil Profile 1 5
45/45
Geo Marine