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Page 1 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
SOIL EXPLORATION REPORT
SUBMITTED TO:
M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED,
Ref: GEO- 317-2015 Date: 14.12.15 to 18.12.15
PROJECT NAME:
SOIL INVESTIGATION FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPE LINE WORK @
KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
GEO DESIGN ( An ISO 9001 : 2008 Certified Company )
Soil Investigations, SPT Test, DTH, Diamond core drilling, & Grouting works Old no – 40 , New no – 29 , 8th street , K.K.Pudur, Coimbatore - 38
Ph. 0422 4202452 Mobile : 90433 - 44488
E - mail: [email protected] , Web : www.geodesign.co.in
Page 2 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
S.NO. CONTENTS PAGE NO.
1. INTRODUCTION 3
1.1.Purpose and Scope 3
1.2.The Site 3
2. FIELD INVESTIGATIONS 3
2.1Rotary Boring 3
2.2Standard Penetration Test 3
2.3Sampling 4
3. LABORATORY TEST 4
4. FOUNDATION ANALYSIS 5
4.1 Soil Profile 5
4.2 Safe Bearing Capacity 5
5. RECOMMENDATION 6
6. REFERENCES 7
7. ANNEXURE
7.1 LOG OF BORINGS 08 - 21
7.2 LABORATORY TEST RESULTS 22 - 35
8. PHOTOS 36 - 42
Page 3 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
1. INTRODUCTION
1.1. PURPOSE AND SCOPE
Geo-technical site investigation work for. “SOIL INVESTIGATION REPORT
SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE
PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPE LINE WORK
@ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.” The primary purpose of
our investigation is to obtain data to develop foundation design recommendations for the above
work. At, first instance, Fourteen boreholes was bored at site. Client’s representatives selected
the locations of borings. To accomplish these purposes, the following tasks were performed:
1. Detailed soil borings were done up to stratum to explore the sub surface stratigraphy
and obtain soil samples for testing. Field and laboratory tests were conducted to
evaluate the index and engineering properties of the soils
2. Engineering analysis were performed to develop foundation design information for
proposed structure
1.2. THE SITE :
“SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER
INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING
CLUSTER DEVELOPMENT & PIPE LINE WORK @ KADAYAMPATTI, BHAVANI,
ERODE DISTRICT-638301.”
2. FIELD INVESTIGATIONS
2.1. ROTARY BORING
Rotary drilling technique was adapted using Calyx machine in this field. In this
method, boring is effected by the cutting action of a rotating bit that is kept in firm contact with
the bottom of the hole. The bit is attached to the lower end of a hollow drill rod that is rotated
by a suitable chuck. Drilling mud (usually Bentonite) is continuously forced down the hollow
drill rods. The mud returning upwards though the annular space between the drill rods and the
side of the hold bring the cutting to the surface.
Page 4 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
2.2. STANDARD PENETRATION TEST
It is now most commonly used in site test. The test measures the penetration resistance
of the split spoon sampler, when it is driven into the soil, at the bottom of a borehole in a
standard manner. The N-value, which is the number of blow required to achieve 300mm
penetration of the soil, indicates the relative density of sand or gravel, the consistency of other
soil such as silts or clays and the strength of weak rocks. The test is described in IS 2131 -
1981. The split spoon sampler is attached to stiff drill rod and lowered to the bottom of the
bore hold. A standard blow consists of dropping a mass of 63.5kg free fall through 750 mm on
to an anvil at the top of the rods and ensuing that this amount of dynamic energy is transferred
to the sampler as much as possible.
The number of blows required to achieve each 150mm penetration is recorded for a fall
penetration of 450mm. The initial 150mm penetration is referred to as seating drive and the
blows required for this penetration are not considered as this zone is in disturbed soil. The next
300mm of penetration is referred to as the test drive and the number of blows required to
achieve this fully is termed the penetration resistance or N-value.
2.3. SAMPLING
Soil samples were collected through Split spoon and rock core sample were
collected through single tube core barrel.
3.LABORATARY TESTS The operations to be performed in the laboratory depend upon the type of the nature of
data required for the problem at hand. In case of cohesionless material, like sand, the laboratory
tests are usually minimum and the design parameters are worked out from field test data such
as form SPT- N value, Core resistance and plate load test data.
In the case of cohesive soils, the programme of laboratory testing can vary from
carrying out simple tests such as unconfined tests to comprehensive study of soil behaviour
using triaxial shear tests and consolidation tests.
Following laboratory tests are conducted.
For Cohesion & cohesionless soil
a) Specific gravity
b) Sieve analysis
c) Atterberg’s limits
d) Natural moisture content
Page 5 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
4. FOUNDATION ANALYSIS
4.1 Soil Profile
The profile of the area as observed in the bore hole is given in the chart. The water
level is observed far below. The soil layer up to 7.00m depth is SOFT DISINTEGRATED
ROCK was obtained
4.2 Safe Bearing Capacity
The bearing capacity of granular soil depends upon the unit weight and angle of internal
friction of the soil. These two properties of granular soils are determined by standard
penetration tests.
The allowable bearing pressure based on tolerable settlement has been established
empirically by Terzaghi and Peck, 1948 and may be expressed by the equation.
Safe bearing capacity (SBC) = 3.5 (N-3) {(B+0.3)/2B}2 × RW × FD +P
Where
N = Corrected N value N1
B = Width of Foundation = constant 1
RW = Water Correction = constant 0.5
FD = Depth of Factor = constant 1
P = Over Burden Pressure
Page 6 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
5 . RECOMMENDATION The site of “SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU
WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI
BHAVANI DYEING CLUSTER DEVELOPMENT & PIPE LINE WORK @
KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.” The borehole
investigation was conduct and SBC was determined.
The site up to 7.00 m SOFT DISINTEGRATED ROCK is obtained.
The ISOLATED FOOTING IS RECOMMENDED for this site.
Rest the Foundation at 2.50m from the Natural Ground Level.
The SBC at 2.50m is 28.14 t/m2 is determined in All Boreholes @ Foundation Level.
For Pipe Line work:
Rest the Pipe below 1.70m from the Existing Ground Level.
The SBC at 1.70m is 35.92 t/m2 is determined in Ist Borehole.
The SBC at 1.70m is 12.54 t/m2 is determined in IInd Borehole.
The SBC at 1.70m is 10.15 t/m2 is determined in IIIrd Borehole.
The SBC at 1.70m is 14.24 t/m2 is determined in IVth Borehole.
The SBC at 1.70m is 16.46 t/m2 is determined in VthBorehole.
The SBC at 1.70m is 19.79 t/m2 is determined in VIth Borehole.
The SBC at 1.70m is 13.69 t/m2 is determined in VII Borehole.
The SBC at 1.70m is 34.20 t/m2 is determined in VIII Borehole.
The SBC at 1.70m is 17.01 t/m2 is determined in IX Borehole. Note: The detailed SBC at every 1.50m is mentioned in page no – 22 to 35.
Er.K.P.VETRISELVAN.M.E(GEOTECH), MIGS,MISTE.,
GEOTECHNICAL ENGINEER S.NO
TITLE
ENGINEER’S NAME
SIGNATURE
1 Lab testing Er.S.Chitra 2 Report prepared by Er.M.Ranjitha 3 Corrected by Er.S.Lingam 4 Checked by Er.K.P.Vetriselvan
Copy right: This report is the property of GEODESIGN and should not be copied or reproduced without the concern of engineer.
Page 7 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
6. REFERENCES 1. IS :6403-1981 2. IS :1892-1979 3. IS :2131-1981 4. IS :8009 (Part-1) 1976 5. Moisture content- IS :2720-1973 6. Sieve analysis- IS :2720-1985 7. Atterberg Limits- IS :2720-1985 8. Specific gravity- IS :2720-1980 9. Wayne CTEng(1992)Foundation design,13th reprint, Prentice - Hall of India Pvt.Ltd., 10. Bowles J.E,(1982) Foundation Analysis and design ,3rd edition, Mc Graw Hill International Book Co. 11. Tomlinson M.J. (1995) Foundation Design and Construction, 6th edition, Longman Group.
Page 8 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
1 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.30m
Bed Level : Chainage :
Bore hole No:1 Date of commencement : 14.12.2015 Location/R.L: Date of completion : 14.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Clayey soil 0.50
0.50
Kankar 0.90
1.40
1.50 >50 - - >50 V.Dense
3.00 >50 - - >50 V.Dense
Soft disintegrated rock 5.60
4.50 >50 - - >50 V.Dense
6.00 >50 - - >50 V.Dense
7.00m
End of Bore hole
Contd…..2
20 40 8060 1100 100
Page 9 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
2 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.30m
Bed Level : Chainage :
Bore hole No:2 Date of commencement : 14.12.2015 Location/R.L: Date of completion : 15.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Clayey soil 0.90
0.90
Kankar 0.40
1.30
1.50 >50 - - >50 V.Dense
3.00 >50 - - >50 V.Dense
Soft disintegrated rock 5.70
4.50 >50 - - >50 V.Dense
6.00 >50 - - >50 V.Dense
7.00m
End of Bore hole
Contd…..3
20 40 8060 1100 100
Page 10 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
3 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.30m
Bed Level : Chainage :
Bore hole No:3 Date of commencement : 15.12.2015 Location/R.L: Date of completion : 15.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsit
y /
Con
sist
ency
15cm 30cm 45cm For 30cm
Clayey soil 0.90
0.90
Kankar 1.20
1.50 5 9 9 18 Medium
2.10
3.00 >50 - - >50 V.Dense
Soft disintegrated rock 4.90
4.50 >50 - - >50 V.Dense
7.00m
End of Bore hole
Contd…..4
20 40 8060 1100 100
Page 11 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
4 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.30m
Bed Level : Chainage :
Bore hole No:4 Date of commencement : 15.12.2015 Location/R.L: Date of completion : 16.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsit
y /
Con
sist
ency
15cm 30cm 45cm For 30cm
Clayey soil 1.80
1.50 4 10 14 24 Hard
1.80
Kankar 0.45
2.25
3.00 >50 - - >50 V.Dense
Soft disintegrated rock 4.75
4.50 >50 - - >50 V.Dense
7.00m
End of Bore hole
Contd…..5
20 40 8060 1100 100
Page 12 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
5 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.30m
Bed Level : Chainage :
Bore hole No:5 Date of commencement : 16.12.2015 Location/R.L: Date of completion : 16.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Clayey soil 1.10
1.10
Kankar 1.05
1.50 3 5 5 10 Medium
2.15
3.00 >50 - - >50 V.Dense
Soft disintegrated rock 4.85
4.50 >50 - - >50 V.Dense
6.00 >50 - - >50 V.Dense
7.00m
End of Bore hole
Contd…..1
20 40 8060 1100 100
Page 13 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
1 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.60 m
Bed Level : Chainage :
Bore hole No:1 Date of commencement : 14.12.2015 Location/R.L: Date of completion : 14.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Poorly graded gravel 1.20
1.20
1.50 >50 - - >50 V.Dense
Soft disintegrated rock 2.25
3.00 >50 - - >50 V.Dense
3.45m
End of Bore hole
Contd…..2
20 40 8060 1100 100
Page 14 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
2 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.10 m
Bed Level : Chainage :
Bore hole No:2 Date of commencement : 14.12.2015 Location/R.L: Date of completion : 15.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 1.60
1.50 3 4 5 9 V.Stiff
1.60
Clayey soil 1.50
3.00 6 12 28 40 Dense
3.10
Poorly graded gravel 0.35
3.45m
End of Bore hole
Contd…..3
20 40 8060 1100 100
Page 15 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
3 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.20 m
Bed Level : Chainage :
Bore hole No:3 Date of commencement : 15.12.2015 Location/R.L: Date of completion : 15.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 0.80
0.80
1.50 4 4 5 9 Loose
Silty sand 2.65
3.00 5 3 5 8 Loose
3.45m
End of Bore hole
Contd…..4
20 40 8060 1100 100
Page 16 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
4 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.40m
Bed Level : Chainage :
Bore hole No:4 Date of commencement : 15.12.2015 Location/R.L: Date of completion : 15.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 1.30
1.30
1.50 4 5 5 10 V.Stiff
Clayey soil 0.80
2.10
Kankar 0.30
2.40
3.00 >50 - - >50 V.Dense
Soft disintegrated rock 1.05
3.45m
End of Bore hole
Contd…..4
20 40 8060 1100 100
Page 17 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
5 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.30 m
Bed Level : Chainage :
Bore hole No:5 Date of commencement : 15.12.2015 Location/R.L: Date of completion : 16.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 0.80
0.80
1.50 3 4 10 14 Medium
Soft disintegrated rock 2.65
3.00 >50 - - >50 V.Dense
3.45m
End of Bore hole
Contd…..6
20 40 8060 1100 100
Page 18 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
6 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.25 m
Bed Level : Chainage :
Bore hole No:6 Date of commencement : 16.12.2015 Location/R.L: Date of completion : 16.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 1.10
1.10
1.50 6 6 14 20 Medium
Soft disintegrated rock 2.35
3.00 >50 - - >50 V.Dense
3.45m
End of Bore hole
Contd…..7
20 40 8060 1100 100
Page 19 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
7 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.10 m
Bed Level : Chainage :
Bore hole No:7 Date of commencement : 16.12.2015 Location/R.L: Date of completion : 16.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 0.60
0.60
Clayey soil 1.30
1.50 2 3 6 9 V.Stiff
1.90
Soft disintegrated
rock 1.55
3.00 >50 - - >50 V.Dense
3.45m
End of Bore hole
Contd…..8
20 40 8060 1100 100
Page 20 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
8 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 1.15 m
Bed Level : Chainage :
Bore hole No:8 Date of commencement : 16.12.2015 Location/R.L: Date of completion : 17.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch te
st
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsity
/ C
onsi
sten
cy
15cm 30cm 45cm For 30cm
Filling soil 1.30
1.30
1.50 10 14 32 46 Dense
Soft Disintegrated Rock 2.15
3.00 >50 - - >50 V.Dense
3.45m
End of Bore hole
Contd…..9
20 40 8060 1100 100
Page 21 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
9 Bore Log
Ref: GEO/ 317/ 2015 Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301
Soil Investigation
done by:
GEO DESIGN Soil Exploration Contractor, Coimbatore-38
Type of Drilling: Rotary – Mud Circulation G.W.T- 0.95 m
Bed Level : Chainage :
Bore hole No:9 Date of commencement : 18.12.2015 Location/R.L: Date of completion : 18.12.2015
Dep
th b
elow
G
.L.(
R.L
)
Soi
l Pro
file
Description of Soil T
hick
ness
of
laye
r (m
)
Standard penetration test data
Graphical representation of penetration resistance
Dep
th a
t whi
ch
test
is c
ondu
cted
N – Value- Depth of penetration
Rel
ativ
e de
nsit
y /
Con
sist
ency
15cm 30cm 45cm For 30cm
Filling soil 1.20
1.20
1.50 5 8 7 15 Medium
Kankar 1.60
2.80
3.00 >50 - - >50 V.Dense
Soft disintegrated
rock 0.65
3.45m
End of Bore hole
Geotechnical Engineer
20 40 8060 1100 100
Page 22 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
1 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -1 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.30m
WORK COMMENCEMENT ON 14.12.2015
WORK COMPLETED ON 14.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
0.50 1.40 7.00
CL KAN SDR
15.44 17.23 -
20.2 19 -
42 35 -
23 20 -
19 15 -
2.5 36 -
17.5 24 -
38 18 -
42 22 -
2.51 2.63 -
16 - -
- 43 -
1.50 3.00 4.50 6.00
>50 >50 >50 >50
50 50 50 50
35.78 36.83 37.88 38.93
CL-LOW PLASTICITY CLAY, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..2
Depth (m) Core Recovery(%)
Rock Quality Designation (%)
Allowable Bearing Pressure (Ton/m2)
6.00 – 7.00
18.50 NIL
41
Page 23 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
2 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -2 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.30m
WORK COMMENCEMENT ON 14.12.2015
WORK COMPLETED ON 15.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
0.90 1.30 7.00
CL KAN SDR
15.48 17.26 -
20.5 19.5 -
41 34 -
23 21 -
18 13 -
3 37 -
17 25 -
36 20 -
44 18 -
2.53 2.65 -
16 - -
- 43 -
1.50 3.00 4.50 6.00 7.00
>50 >50 >50 >50 >50
50 50 50 50 50
35.78 36.83 37.88 38.93 39.63
CL-LOW PLASTICITY CLAY, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..3
Page 24 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
3 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301. Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -3 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.30m
WORK COMMENCEMENT ON 15.12.2015
WORK COMPLETED ON 15.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
0.90 2.10 7.00
CL KAN SDR
15.53 17.29 -
21 18 -
40 36 -
22 22 -
18 14 -
2 40 -
18 26 -
36.5 15 -
43.5 19 -
2.56 2.64 -
9 - -
- 32 -
1.50 3.00 4.50
18 >50 >50
23.08 50 50
15.89 36.83 37.88
CL-LOW PLASTICITY CLAY, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..4
Depth (m) Core Recovery(%)
Rock Quality Designation (%)
Allowable Bearing Pressure (Ton/m2)
4.50 – 6.00 6.00 – 7.00
3.67 42
NIL 22
38 53
Page 25 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
4 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -4 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.30m
WORK COMMENCEMENT ON 15.12.2015
WORK COMPLETED ON 16.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.80 2.25 7.00
CL KAN SDR
15.28 18.32 -
20 14 -
42 32 -
22 19 -
20 13 -
2.5 43 -
18.5 47 -
35.5 8.5 -
43.5 1.5 -
2.52 2.73 -
12 - -
- 34 -
1.50 3.00 4.50
24 >50 >50
28.27 50 50
19.73 36.83 37.88
CL-LOW PLASTICITY CLAY, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..5
Depth (m) Core Recovery(%)
Rock Quality Designation (%)
Allowable Bearing Pressure (Ton/m2)
4.50 – 6.00 6.00 – 7.00
3.3 18
NIL 12
38 42
Page 26 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
5 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -5 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.30m
WORK COMMENCEMENT ON 16.12.2015
WORK COMPLETED ON 16.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.10 2.15 7.00
CL KAN SDR
15.68 17.35 -
22 18 -
39 34 -
20 20 -
19 14 -
2.5 42 -
19 25 -
35 16 -
43.5 17 -
2.58 2.68 -
5 - -
- 30 -
1.50 3.00 4.50 6.00 7.00
10 >50 >50 >50 >50
16.16 50 50 50 50
10.77 36.83 37.88 38.93 39.63
CL-LOW PLASTICITY CLAY, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..1
Page 27 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
1 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -1 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.60 m
WORK COMMENCEMENT ON 14.12.2015
WORK COMPLETED ON 14.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.20 3.45
GP SDR
18.53 -
14.58 -
- -
- -
- -
43.5 -
37.5 -
7 -
2 -
2.74 -
- -
43 -
1.50 3.00
>50 >50
50 50
35.78 36.83
GP-POORLY GRADED GRAVEL, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..2
Page 28 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
2 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -2 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 1.10 m
WORK COMMENCEMENT ON 14.12.2015
WORK COMPLETED ON 14.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.60 3.10 3.45
FS CL GP
- 15.8 18.53
- 20.45 14.58
- 39 -
- 21 -
- 18 -
- 1 43.5
- 14 37.5
- 40 7
- 45 2
- 2.52 2.74
- 4.5 -
- - 39
1.50 3.00
9 40
15.29 38.34
10.13 28.22
FS-FILLING SOIL, CL-LOW PLASTICITY CLAY, GP-POORLY GRADED GRAVEL. Shear Test & SBC is based on SPT results. Contd…..3
Page 29 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
3 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -3 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: Not met
WORK COMMENCEMENT ON 15.12.2015
WORK COMPLETED ON 15.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
0.80 3.45
FS SM
- 16.34
- 18
- 34
- 19
- 15
- 4.5
- 45.5
- 42
- 8
- 2.65
- -
- 29
1.50 3.00
9 8
15.29 13.67
10.13 9.98
FS-FILLING SOIL, SM-SILTY SAND. Shear Test & SBC is based on SPT results. Contd…..4
Page 30 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
4 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER -4 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 1.40 m
WORK COMMENCEMENT ON 15.12.2015
WORK COMPLETED ON 15.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.30 2.10 2.40 3.45
FS CL KAN SDR
- 15.94 18.62 -
- 22 14.76 -
- 40 32 -
- 24 20 -
- 16 12 -
- 2.5 45 -
- 17 38 -
- 36 14.5 -
- 44.5 2.5 -
- 2.55 2.76 -
- 5 - -
- - 43 -
1.50 3.00
10 >50
16.16 50
10.77 36.83
FS-FILLING SOIL, CL-LOW PLASTICITY CLAY, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results.
Contd…..5
Page 31 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
5 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER-5 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 1.30 m
WORK COMMENCEMENT ON 15.12.2015
WORK COMPLETED ON 16.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
0.80 3.45
FS SDR
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
1.50 3.00
14 >50
19.62 50
13.33 36.83
FS-FILLING SOIL, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..6
Page 32 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
6 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER-6 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 1.25 m
WORK COMMENCEMENT ON 16.12.2015
WORK COMPLETED ON 16.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.10 3.45
FS SDR
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
1.50 3.00
20 >50
24.81 50
17.17 36.83
FS-FILLING SOIL, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..7
Page 33 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
7 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER-7 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 1.10 m
WORK COMMENCEMENT ON 16.12.2015
WORK COMPLETED ON 16.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
0.60 1.90 3.45
FS CL SDR
- 16.12 -
- 21.49 -
- 39 -
- 21 -
- 18 -
- 1 -
- 16 -
- 33 -
- 50 -
- 2.57 -
- 4.5 -
- - -
1.50 3.00
9 >50
15.29 50
10.13 36.83
FS-FILLING SOIL, CL-LOW PLASTICITY CLAY, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..8
Page 34 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
8 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER-8 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 1.15 m
WORK COMMENCEMENT ON 16.12.2015
WORK COMPLETED ON 17.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
K
G/C
M2
INIT
IAL
VO
IDS
R
AT
IO
CO
-EF
FE
CT
OF
C
ON
SO
LID
AT
ION
C
V I
N C
M2 /
SE
C
1.30 3.45
FS SDR
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
1.50 3.00
46 >50
47.31 50
33.80 36.83
FS-FILLING SOIL, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Contd…..9
Page 35 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
9 Ref: GEO/317/ 2015 SOIL TEST RESULTS
Name of Project: SOIL INVESTIGATION REPORT SUBMITTED TO TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED PIPE LINE WORK @ KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301 Geo Design Soil Exploration Contractor, Coimbatore-38
BORE NUMBER-9 CHAINAGE:
REDUCED LEVEL: GROUND WATER LEVEL: 0.95m
WORK COMMENCEMENT ON 18.12.2015
WORK COMPLETED ON 18.12.2015
SO
IL P
RO
FIL
E A
ND
D
EPT
H I
N M
ET
RE
S
DE
PT
H O
F S
AM
PL
ING
IS S
OIL
CL
AS
SIF
ICA
TIO
N
NA
TU
RA
L W
ET
DE
NS
ITY
K
n/M
3
NA
TU
RA
L M
OIS
TU
RE
C
ON
TE
NT
%
INDEX TEST SIEVE ANALYSIS % PASSING IS SIEVE
ANALYSIS
SP
EC
IFIC
GR
AV
ITY
SHEAR TEST STANDARD PENETRATION TEST CONSOLIDATION TEST L
IQU
ID L
IMIT
%
PLA
STIC
LIM
IT
%
PLA
STIC
ITY
IN
DE
X
% o
f G
RA
VE
L
% o
f S
AN
D
% o
f S
ILT
% o
f C
LA
Y
CO
HE
SIO
N
C T
on /
M2
AN
GL
E O
F
INT
ER
NA
L
FR
ICT
ION
0
DE
PT
H O
F
TE
STIN
G M
OB
SE
RV
ED
N
VA
LU
E
CO
RR
EC
TE
D N
V
AL
UE
SA
FE
BE
AR
ING
C
AP
AC
ITY
T/m
2
CO
MP
RE
SS
ION
IN
DE
X C
C
PR
E -
CO
NS
OL
IDA
TIO
N
PR
ES
SU
RE
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G/C
M2
INIT
IAL
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IDS
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AT
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CO
-EF
FE
CT
OF
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ON
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LID
AT
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C
V I
N C
M2 /
SE
C
1.20 2.80 3.45
FS KAN SDR
- 18.59 -
- 18.48 -
- 33 -
- 23 -
- 10 -
- 46 -
- 34 -
- 17.5 -
- 2.5 -
- 2.79 -
- - -
- 32 -
1.50 3.00
15 >50
20.48 50
13.97 36.83
FS-FILLING SOIL, KAN-KANKAR, SDR-SOFT DISINTEGRATED ROCK. Shear Test & SBC is based on SPT results. Geotechnical Engineer
Page 36 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
8. PHOTOS
Borehole-1
Borehole-2
Page 37 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Borehole-3
Borehole-4
Page 38 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Borehole-5
Pipe Line Work:
Borehole-1
Page 39 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Borehole-2
Borehole-3
Page 40 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Borehole-4
Borehole-5
Page 41 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Borehole-6
Borehole-7
Page 42 of 42
Soil Exploration Report Submitted to M/s. TAMILNADU WATER INVESTMENT COMPANY LIMITED, FOR THE PROPOSED SRI BHAVANI DYEING CLUSTER DEVELOPMENT & PIPELINE WORK, KADAYAMPATTI, BHAVANI, ERODE DISTRICT-638301.
Borehole-8
Borehole-9
Er.K.P.VETRISELVAN,M.E(GEOTECH),MIGS,MISTE., GEOTECHNICAL ENGINEER