130582_Report

8/13/2019 130582_Report

1/100

BRC/REP/130582/2013 31/05/2013

To,

Adani Hazira Port Pvt. Ltd,

Hazira, Dist: Surat.

SUBJECT : SUB- SOIL INVESTIGATION REPORTREFERENCE : PROPOSED SITE FOR INDUSTRIAL SHED AT ADANI PORT

CAMPUS, HAZIRA, DIST: SURAT.

Dear Sirs,

With reference to the above referred site investigation, herewith, we are submitting detailed Sub

Soil Investigation Report based on Sub soil exploration, physical and engineering testing of soil

characteristics.

This report is based on fourteen boreholes data up to maximum 10.45m depth from ground

level Borehole locations were selected with engineer in-charge. If any change in strata other

than the location of the borehole mentioned in this report is observed at the time of excavation,

it is advisable to contact us immediately for further investigation.

Thanking you.

Sincerely Yours,

For Bhumi Research Center

Authorised Signatory

8/13/2019 130582_Report

2/100

REPORT

ON

SUB-SOIL

INVESTIGATION

Name of Work : Proposed site for Industrial Shed at AdaniPort Campus, Hazira, Dist: Surat.

Client: : Adani Hazira Port Pvt. Ltd.

Project No. : 130582

Month : May 2013

Prepared By

BhumiResearch Center(Government Approved Laboratory)

2/1362, Bhumi House,Sagrampura, Opp: Sub Jail,Ring Road, Surat-395002.Phone: 2363600, 2363700.

8/13/2019 130582_Report

3/100

CONTENTS

SR. NO. TITLE SHEET NO.

01 INTRODUCTION 01

02 SITE INFORMATION 02

03 FIELD WORK 02

04 SUB SOIL STRATIFICATION 04

05 ANALYSIS OF DATA 06

06 BEARING CAPACITY OF SOIL 09

07 STRATIFICATION OF BOREHOLES 10

08 DISCUSSIONS 13

09 TABLES

9.1) FIELD PROGRAM SUMMARY 13

9.2) SUMMARY OF GRAIN SIZE ANALYSIS 27

9.3) SHEAR & CONSOLIDATION PARAMETERS 41

10 FIGURES

10.1) LOCATION MAP 43

10.2) LOG OF SPT N & ATTERBERG LIMITS 44

10.3) PARTICLE SIZE DISTRIBUTION CURVES 58

10.4) CONSOLIDATION CURVE 72

11 BORE LOG OF EXPLORATION 80

12 IS CLASSIFICATION OF SOIL 94

13 REFERENCES/BIBLIOGRAPHY 95

8/13/2019 130582_Report

4/100

Abbreviations / Notations used in this Report

BH BoreholeD/S Disturbed Sample

UDS Undisturbed Sample

S Standard Penetration Test/ Sample

DSDirect Shear test on specimen remoulded @ 100 % FDD and

submerged for 24 hrs saturation,Tuu Triaxial compression ( Unconsolidation Undrained condition)SMC Saturated Moisture Content

NMC Natural Moisture Content

LL Liquid LimitNP Non Plastic Nature

PL Plastic Limit

IP Plasticity IndexN.O. Not Observed

D Dense strata

M Medium dense strata

Vl Very loose strataSc Soft consistency

Mc Medium consistency

Vs Very Stiff consistencyVd Very Dense strata

H Hard Strata/Consistency

FG Fine GrainMG Medium Grain

CG Coarse Grain

FDD Field Dry DensityFMC Field Moisture Content

TNP Test Not Possible/PerformedQNS Quantity of Sample is not sufficient

8/13/2019 130582_Report

5/100

Project No. Sheet No.

130582 01

REPORT ON SUB SOIL EXPLORATION

1.0 INTRODUCTION:The investigation of the site is an essential prerequisite to the construction of all civil

engineering works with a view to assess the general suitability of the site for the proposed new

works and to enable in preparing an adequate and economic design.In particular, it is necessary to assess the changes that may occur during or after the

construction of structure due to the choice of materials or methods of construction, which may

adversely affect safety of structure or after its performance or utility.

It is usually judicious to collect information relating to the site prior to commencing its

exploration. The exploration of the site for an important structure requires the exploration and

sampling of all strata likely to be significantly affected by the structural load. The extent of this

exploration will depend on the site and structure.

All structures rest on the foundation soil and their performance depends on soil behavior. Soil

forms the most widely used material of construction of earth dams, roads and canals. To study

the behavior of soil in foundation or earthwork engineering, properties of soil under the actual

field conditions have to be obtained.

Soil mechanics is the application of the laws of mechanics and hydraulics to engineering

problems dealing with sediments and other unconsolidated accumulation of solid particles

produced by the mechanical and chemical disintegration of rocks, regardless of whether or not

they contain an admixture of organic constituent.

Soil mechanics provides guidance in design of foundations, rigid & flexible pavements,

underground and earth retaining structures, embankments and excavations and earth dams. Soil

engineering embodies the use of best practices in exploration, testing, design & construction

controls.

Soil exploration provides the detailed sub soil conditions such as Stratification, Hardness &

Denseness of the strata, Water table level, Compressibility, Soil stability, Stress analysis,

Shearing resistance & Failure analysis.

8/13/2019 130582_Report

6/100


130582 02

This complete report is very much useful for

Calculation of Safe Bearing Capacity (SBC) of the soil, The Estimation & provision of the ground water table level in design of foundation and

if needed to decide upon the method to solve the ground water problem,

To select an Economical yet safe Design of foundation, The Economical optimization of foundation design, The Foundation settlement analysis & to provide provision for the same in design, To check the probability of Liquefaction of the soil, To forecast the difficulties which are likely to be encountered due to the nature of

subsoil during construction and to take advance action in that regard.

A detailed foundation investigation work for the above-subjected work was entrusted to Bhumi

Research Center, Surat by client. As per discussion with client / consultant, it was decided to

drill 14 No boreholes up to maximum 10.45m depth from GL by hand auguring at variouslocations. Location of boreholes was decided with client.

2.0 SITE INFORMATION:The data supplied by the client are as under:

1) Site : Proposed site for Industrial Shed at Adani Port Campus, Hazira,Dist: Surat.

2) Client : Adani Hazira Port Pvt. Ltd.

3.0 FIELD INVESTIGATION:

Fourteen boreholes of 150mm dia. were drilled up to maximum 10.45m depth from GL by

Shell & Auger Casing from 20/05/13 to 25/05/13. Summary of Field Work is given under

Table 9.1.

The disturbed soil samples have been collected by Split Spoon Sampler at every meter or

as per strata change and recording of the soil strata change.

The Undisturbed samples have been collected in 70 mm x 600 mm long thin walled

sampler as per IS 2132:1981 at every 2 m depth interval or as per requirement of

foundation depth investigation or change in strata whichever met earlier. The sampler has

smooth surface and appropriate area ratio and cutting edge angle as required by IS

1892:1972 to ensure minimum disturbance of soil during sampling.

8/13/2019 130582_Report

7/100


130582 03

The Standard Penetration Test (SPT) has been conducted as per IS 2131:1981 at every 2.0

m depth interval or as per requirement of foundation depth investigation or change in strata

whichever met earlier, using Split Spoon Sampler confirming IS 9640:1980. The SPT

Spoon having 50.2mm O.D.*35.0mm I.D. was lowered inside the borehole on a string of

drill rods and number of blows for 300 mm penetration of SPT spoon after 150mm as

testing drive were recorded under the free fall of 65.0 kg hammer from 750mm height. A

true vertical free fall of hammer was observed. SPT N values are given under Table 9.1,

and are also shown graphically in Fig. 10.2.

Ground Water Table:

The ground water table was observed between 3.00m to 7.50m depth in all boreholes from

EGL during sub soil exploration carried out in May 2013.

Laboratory works:

Following laboratory tests were carried out to determine the physical and engineeringproperties of disturbed and undisturbed soil samples. All samples were tested for

classification and specific gravity. The test results are incorporated along with bore log

exploration datasheet.

The tests were conducted as per relevant Indian Standards as mentioned below.

Name of Test Confirming to IS No.

1) Sieve Analysis IS 2720 Part 4-1976

2) Atterberg Limit IS 2720 Part 5-1985(Reaffirmed 2001)

3) FDD FMC IS 2720 Part 9

4) Specific Gravity IS 2720 Part 3- Section 2-1980(Reaffirmed 1997)

5) Shear Parameters IS 2720 Part 13-1986(Reaffirmed 1997)

6) Consolidation IS 2720 Part 15- 1965(Reaffirmed 1997)

7) Swell Pressure IS 2720 Part 41

8) Swelling Index IS 2720 Part 40-1977

(Reaffirmed 1997)

9) Shrinkage Limit IS 2720 Part 6-1972(Reaffirmed 2001)

The tests were conducted as per relevant Indian Standards as mentioned above.

8/13/2019 130582_Report

8/100


130582 04

4.0 SUB SOIL STRATIFICATION:4.1 Analysis of data:

The field data and laboratory classification reveal stratification in general as given under.

Borehole 01

Sub soil consists of Filled up soil with brownish non plastic fine silt & sand up to 3.00m

depth followed by Brownish medium plastic silty clay up to 4.00m depth followed by

Blackish medium to high plastic silty clay to clayey sand up to 7.50m depth followed by

Blackish non plastic fine silt & sand, gravels up to investigation depth of 10.45m.

Borehole 02

Sub soil consists of Filled up soil with brownish silty sand up to 3.00m depth followed by

Brownish medium to low plastic silty clay up to 4.00m depth followed by Blackish

marine silty clay with sand up to 8.00m depth followed by Blackish non plastic fine silt

& sand, gravels up to investigation depth of 10.45m.Borehole 03

Sub soil consists of Filled up soil with brownish clayey sand to silty clay up to 2.50m

depth followed by Brownish low plastic silty clay up to 4.00m depth followed by

Blackish marine silty clay up to 6.00m depth followed by Blackish marine silty clay with

sand up to investigation depth of 10.45m.

Borehole 04

Sub soil consists of Filled up soil with brownish clayey sand with gravels up to 4.00m

depth followed by Blackish marine silty clay up to 5.00m depth followed by Blackish

marine clayey sand with gravels up to 8.00m depth followed by Blackish non plastic silty

coarse sand & gravels up to investigation depth of 10.45m.

Borehole 05

Sub soil consists of Filled up soil with brownish medium plastic silty clay with clayey

sand up to 3.50m depth followed by Brownish medium plastic silty clay up to 5.00m

depth followed by Blackish marine silty clay up to 6.00m depth followed by Blackish

marine silty with sand & few gravels up to 8.00m depth followed by Blackish non plastic

silty coarse sand with few gravels up to investigation depth of 10.45m.

8/13/2019 130582_Report

9/100


130582 05

Borehole 06

Sub soil consists of Filled up soil with brownish silty sand to clayey sand up to 3.50m

depth followed by Brownish medium plastic silty clay up to 4.00m depth followed by

Blackish marine silty clay up to 6.00m depth followed by Blackish marine silt & sand

with few gravels up to investigation depth of 10.45m.

Borehole 07

Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish

high plastic silty clay up to 4.30m depth followed by Blackish marine clay up to 5.00m

depth followed by Blackish to brownish non plastic fine silt & sand up to 7.20m depth

followed by Blackish non plastic fine sand up to 9.00m depth followed by Blackish non

plastic fine silt & sand up to investigation depth of 10.45m.

Borehole 08

Sub soil consists of Filled up soil with brownish non plastic to plastic silty sand to clayey

silt with gravels up to 3.75m depth followed by Brownish medium plastic silty clay with

sand & gravels up to 5.00m depth followed by Blackish marine silty clay with sand up to

6.00m depth followed by Blackish marine silt & sand up to 8.50m depth followed by

Blackish marine silty clay up to 9.00m depth followed by Blackish silty sand to clayey

silt up to investigation depth of 10.45m.

Borehole 09

Sub soil consists of Brownish fine silty sand with few gravel particles up to 3.00m depth

followed by Brownish medium to high plastic silty clay up to 4.00m depth followed by

Blackish marine silty clay up to 8.00m depth followed by Blackish marine silt & sand up

to investigation depth of 10.45m.

Borehole 10

Sub soil consists of Filled up soil with blackish fine sand & gravels up to 3.00m depth

followed by Brownish high to medium plastic silty clay up to 4.00m depth followed by

Blackish marine medium plastic silty clay up to 7.60m depth followed by Blackish

marine clayey silt with sand & gravels up to investigation depth of 10.45m.

Borehole 11

8/13/2019 130582_Report

10/100


130582 06

Sub soil consists of Blackish fine clayey sand with few gravels up to 3.00m depth

followed by Brownish medium plastic silty clay with sand up to 4.60m depth followed by

Blackish medium to high plastic marine silty clay up to 6.70m depth followed by

Blackish marine silt & sand with few gravels up to investigation depth of 10.45m.

Borehole 12

Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish

high plastic silty clay up to 4.30m depth followed by Brownish clayey silt up to 5.00m

depth followed by Blackish marine clay up to 5.40m depth followed by Blackish to

brownish non plastic fine silt & sand up to investigation depth of 10.45m.

Borehole 13

Sub soil consists of Brownish plastic to non plastic silty sand to clayey silt with very few

gravels up to 3.50m depth followed by Blackish marine silty clay up to 8.00m depth

followed by Blackish plastic to non plastic silty sand with gravels up to investigationdepth of 10.45m.

Borehole 14

Sub soil consists of Brownish fine sand to silty clay up to 4.00m depth followed by

Brownish silty clay up to 4.50m depth followed by Blackish marine silty clay up to

6.00m depth followed by Blackish marine silt & sand up to investigation depth of

10.45m.

Sieve analysis was performed by using IS sieves of size 4.75mm, 2.00mm, 0.425mm &

0.075mm & 0.002mm for obtaining particle size distribution i.e., Gravel, Sand & Silt +

Clay of Disturbed, Undisturbed & SPT samples. The grain size distributions are tabulated

under Table 9.2 indicating coarse, medium & fine grain & shown graphically in Fig 10.3.

5.0 Analysis of data:The field data and laboratory classification reveal stratification in general as given under.

5.1 Standard Penetration Resistance:A comparative study of the SPT N Values (No of blows per 300mm penetration) has

been done. The SPT N Values are ranging from 02 to >50 for 300mm penetration for

all fourteen boreholes. The average corrected SPT N values worked out as 15 for BH-01,

11 for BH-02, 15for BH-03, 11for BH-04, 22for BH-05, 16for BH-06, 13for BH-07,

18for BH-08, 07for BH-09, 17for BH-10, 16for BH-11, 12for BH-12, 11for BH-13 &

8/13/2019 130582_Report

11/100


130582 07

16for BH-14. These are corrected for OBP & Dilatancy. The values of N are reported

and shown graphically in Fig. 10.2. The relationship between N value & consistency, N

value & denseness are as under

N Value 0-2 2-4 4-8 8-15 15-30 >30

Consistency Very Soft Soft Medium Stiff Very Stiff Hard

N Value 0-4 4-10 10-30 30-50 >50

Denseness Very Loose Loose Medium Dense Very Dense

5.2 Laboratory Tests:The laboratory tests were conducted on Disturbed and Undisturbed samples. The results

are given in Bore Logs. From the test results, following interpretations are made.

5.2.1 Dry Density and Moisture content:The insitu dry unit weight of soil is needed for stability analysis, for the determination of

the degree of compaction, for evaluation of void ratio and thereby to find out degree ofsaturation etc. The results are tabulated under Table 9.1 & it is compared with

Atterberg limits in Fig.10.2.

5.2.2 Atterberg Limits:The liquid and plastic limits of soils are both dependent on the amount and type of clay in

a soil and from the basis for the soil classification system for cohesive soils based on the

plasticity tests. Besides their use for identification, the plasticity tests give information

concerning the cohesion properties of soil and the amount of capillary properties of soil

and the amount of capillary water, which it can hold. The results are tabulated under

Table 9.2.

5.2.3 Specific Gravity:It has application in finding out the degree of saturation and unit weight of moist soil.

The Specific Gravity is important parameter for finding out various engineering

parameters like void ratio, degree of saturation, shear failure, etc. and is also needed in

pressure, settlement and stability problems in soil engineering. In order to determine

Specific gravity of soil, undisturbed samples were selected for all the Boreholes.

5.2.4Shear parameters:

8/13/2019 130582_Report

12/100


130582 08

The controlled strain method was used in case of shear test. These parameters are used in

evaluation of stability analysis and in evaluation of ultimate bearing capacity. The

cylindrical specimen for triaxial compression (without the measurement of pore water

pressure) was prepared from undisturbed sample.Shear as well as Triaxial Compression

Test (Unconsolidated Undrained) was conducted.

Direct Shear Test was conducted on specimen remoulded at FDD and submerged for 24

hrs saturation.

Triaxial Compression (Unconsolidated Undrain Condition) test was conducted without

the measurement of pore water pressure on undisturbed mould specimen.

These results for individual samples are summarized under Table No. 9.3.

5.2.5 Swelling Characteristics:Soil sample at and below the GL were tested for swelling characteristics.

The Shrinkage limit range varies from 14 to38% for BH 01/02/03/04.The Volumetric Differential Swelling Index ranges from N.O. to 80% for BH

01/02/03/04.

These characteristics show medium expansive nature of stratum.

5.2.6 Consolidation Characteristics:

The main purpose of consolidation tests is to obtain soil data, which are used in

predicting the rate and the amount of settlement of the structure. Compression index Cc

indicates the magnitude of compression and the over consolidation pressure Pc

indicates the compaction of strata at natural condition. This test gives the values of

various parameters as under @ the foundation depth. This test is performed at 4.00m

depth in BH-01/03/05, 3.00m depth in BH-02, 5.00m depth in BH-06/13, 6.00m depth

in BH-09 and 7.00m depth in BH-10 from GL.

8/13/2019 130582_Report

13/100


130582 09

6.0 Safe Bearing Capacity (SBC)Safe Bearing Capacity (SBC) based on Shear failure criterion and Safe Bearing

Pressure (SBP) based on 75 mm settlement (IS 1904: 1986) criterion is worked out.

The allowable bearing capacity shall be taken from the following values whichever is

less.

a) SBC based on Shear parameters: The Net Safe bearing capacity (SBC) basedon shear failure criterion. The Safe Bearing Capacity has been computed based on

shear strength characteristics. The evaluation of SBC is as per Indian Standard IS

6403:1981(Reaffirmed 1997).

b) SBP based on Consolidation parameters: The net safe bearing pressure thatcan be impressed on maximum settlement of 75mm (permissible value for isolated

foundations on plastic clay, silt or sandy strata as given in IS 1904: 1986). The Total

settlement has considered as per IS 8009 (Part: I) 1976 (Reaffirmed 1993.).c) SBC & SBP based on SPT N Value: The average SPT N-value is worked

out least as 07 no. of blows/300 mm penetration. These are corrected for OBP &

Dilatancy.

The safe settlement pressure is calculated by the empirical method based on N-value

as per IS 6403:1981 & IS 8009 (Part-1):1976 for usual size footings.

As per IS 2131 [Clause- 3.6, Page No. 07] Corrections applicable

Due to Overburden- The N value for cohesion less soil shall be corrected

for overburden.Due to Dilatancy - The value obtained in overburden shall be corrected

for dilatancy if the stratum consists of fine sand andsilt below water table for values of N greater than

15, N=15+1/2 (N-15)

8/13/2019 130582_Report

14/100


130582 010

7.0 STRATIFICATION OF BOREHOLESBorehole 01Sub soil consists of Filled up soil with brownish non plastic fine silt & sand up to 3.00mdepth followed by Brownish medium plastic silty clay up to 4.00m depth followed by

Blackish medium to high plastic silty clay to clayey sand up to 7.50m depth followed by

Blackish non plastic fine silt & sand, gravels up to investigation depth of 10.45m.

Borehole 02Sub soil consists of Filled up soil with brownish silty sand up to 3.00m depth followed byBrownish medium to low plastic silty clay up to 4.00m depth followed by Blackishmarine silty clay with sand up to 8.00m depth followed by Blackish non plastic fine silt

& sand, gravels up to investigation depth of 10.45m.

Borehole 03Sub soil consists of Filled up soil with brownish clayey sand to silty clay up to 2.50m

depth followed by Brownish low plastic silty clay up to 4.00m depth followed byBlackish marine silty clay up to 6.00m depth followed by Blackish marine silty clay with

sand up to investigation depth of 10.45m.

Borehole 04Sub soil consists of Filled up soil with brownish clayey sand with gravels up to 4.00m

depth followed by Blackish marine silty clay up to 5.00m depth followed by Blackishmarine clayey sand with gravels up to 8.00m depth followed by Blackish non plastic siltycoarse sand & gravels up to investigation depth of 10.45m.

Borehole 05Sub soil consists of Filled up soil with brownish medium plastic silty clay with clayey

sand up to 3.50m depth followed by Brownish medium plastic silty clay up to 5.00m

depth followed by Blackish marine silty clay up to 6.00m depth followed by Blackishmarine silty with sand & few gravels up to 8.00m depth followed by Blackish non plastic

silty coarse sand with few gravels up to investigation depth of 10.45m.

Borehole 06Sub soil consists of Filled up soil with brownish silty sand to clayey sand up to 3.50m

depth followed by Brownish medium plastic silty clay up to 4.00m depth followed byBlackish marine silty clay up to 6.00m depth followed by Blackish marine silt & sandwith few gravels up to investigation depth of 10.45m.

Borehole 07Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish

high plastic silty clay up to 4.30m depth followed by Blackish marine clay up to 5.00m

depth followed by Blackish to brownish non plastic fine silt & sand up to 7.20m depthfollowed by Blackish non plastic fine sand up to 9.00m depth followed by Blackish non

plastic fine silt & sand up to investigation depth of 10.45m.

Borehole 08Sub soil consists of Filled up soil with brownish non plastic to plastic silty sand to clayey

silt with gravels up to 3.75m depth followed by Brownish medium plastic silty clay withsand & gravels up to 5.00m depth followed by Blackish marine silty clay with sand up to6.00m depth followed by Blackish marine silt & sand up to 8.50m depth followed by

Blackish marine silty clay up to 9.00m depth followed by Blackish silty sand to clayey

silt up to investigation depth of 10.45m.

8/13/2019 130582_Report

15/100


130582 011

Borehole 09Sub soil consists of Brownish fine silty sand with few gravel particles up to 3.00m depth

followed by Brownish medium to high plastic silty clay up to 4.00m depth followed byBlackish marine silty clay up to 8.00m depth followed by Blackish marine silt & sand up

to investigation depth of 10.45m.

Borehole 10Sub soil consists of Filled up soil with blackish fine sand & gravels up to 3.00m depth

followed by Brownish high to medium plastic silty clay up to 4.00m depth followed byBlackish marine medium plastic silty clay up to 7.60m depth followed by Blackish

marine clayey silt with sand & gravels up to investigation depth of 10.45m.

Borehole 11Sub soil consists of Blackish fine clayey sand with few gravels up to 3.00m depth

followed by Brownish medium plastic silty clay with sand up to 4.60m depth followed by

Blackish medium to high plastic marine silty clay up to 6.70m depth followed byBlackish marine silt & sand with few gravels up to investigation depth of 10.45m.

Borehole 12Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish

high plastic silty clay up to 4.30m depth followed by Brownish clayey silt up to 5.00m

depth followed by Blackish marine clay up to 5.40m depth followed by Blackish tobrownish non plastic fine silt & sand up to investigation depth of 10.45m.

Borehole 13Sub soil consists of Brownish plastic to non plastic silty sand to clayey silt with very fewgravels up to 3.50m depth followed by Blackish marine silty clay up to 8.00m depth

followed by Blackish plastic to non plastic silty sand with gravels up to investigation

depth of 10.45m.

Borehole 14Sub soil consists of Brownish fine sand to silty clay up to 4.00m depth followed byBrownish silty clay up to 4.50m depth followed by Blackish marine silty clay up to

6.00m depth followed by Blackish marine silt & sand up to investigation depth of

10.45m.

8/13/2019 130582_Report

16/100


130582 012

8.0 DISCUSSIONS:

Proposed site for Industrial Shed at Adani Port Campus, Hazira, Dist: Surat, was

explored by fourteen boreholes up to maximum 10.45m depth from GL (at different

locations as shown by Engineer Incharge. The subsequent field and laboratory test results

show that

1. The site is leveled ground & all levels mentioned in this report are w.r.t. the Existingground level.

2. The layer wise stratification is shown in individual bore logs and discussed above inSection 7.0.

3. The ground water table was observed between 3.00m to 7.50m depth in all the boreholesdepth from G.L during sub soil exploration carried out in May 2013.

4. Hydrometer curves are shown in Fig 10.3.1 to 10.3.14, SPT-NMC Curves are shown inFig 10.2.1 to 10.2.14.

5. Engineering properties of strata below foundation level, i.e. void ratio (e), Coefficient ofuniformity (Cu), Plasticity index (Ip), D60, & Soil Classification and SPT-N value indicate

the strata up to investigation depth is having lower possibility of liquefaction occurrence.

6. The stratification is based on fieldwork carried out from 14 No boreholes up to maximum10.45m depth from GL and laboratory test results of the samples collected from them.

During excavation of trenches, if any change in strata is found, it is advisable to report

immediately for further investigation.

For Bhumi Research Center

Authorized Signatory

8/13/2019 130582_Report

17/100


130582 013

TABLE 9.1.1

SUMMARY OF FIELD PROGRAMME

Reference Level :- GL Bore No. :- 01

Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT

Dia. of Boring :-150mm Date of start :- 22/05/13

W. T. from GL :-7.50m Completion Date:- 22/05/13No. of blowsSr.

No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 2 3 5 8 8

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 FDD/FMC UDS 15.34

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 1 2 2 4 -

7 -3.50 to -4.00 D/S D/S

8 -4.00 to -4.45 FDD/FMC UDS 13.199 -4.50 to -5.00 D/S D/S

10 -5.00 to -5.45 SPT D/S 2 2 3 5 -

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 FDD/FMC UDS 13.42

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 2 3 5 8 -

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 6 12 16 28 19

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 8 15 21 36 2319 -9.50 to -10.00 D/S D/S

20 -10.00 to-10.45 SPT D/S 11 19 34 53 29

Abbreviations: -

FDD/FMC :Field Dry Density/ Field Moisture Content

UDS :Undisturbed Sample

SPT :Standard Penetration Test

D/S : Disturbed Sample

# : SPT-N values are corrected for OBP & Dilatancy.

8/13/2019 130582_Report

18/100


130582 014

TABLE 9.1.2






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 FDD/FMC UDS 15.14

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 3 5 6 11 13

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 FDD/FMC UDS 13.15

7 -3.50 to -4.00 D/S D/S

8 -4.00 to -4.45 SPT D/S 1 1 1 2 -9 -4.50 to -5.00 D/S D/S

10 -5.00 to -5.45 FDD/FMC UDS 12.92

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 1 2 1 3 -

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 FDD/FMC UDS 13.56

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 3 3 8 11 9

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 9 12 19 31 2119 -9.50 to -10.00 D/S D/S

20 -10.00 to-10.45 SPT D/S 12 16 20 36 22

Abbreviations: -






8/13/2019 130582_Report

19/100


130582 015

TABLE 9.1.3






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 3 4 5 9 -

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 3 4 6 10 -

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 FDD/FMC UDS 14.41

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 SPT D/S 1 1 2 3 -

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 4 6 9 15 -

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 5 8 13 21 -

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 5 9 16 25 -

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 7 12 17 29 -19 -10.00 to -10.45 SPT D/S 9 15 19 34 -

Abbreviations: -






8/13/2019 130582_Report

20/100

8/13/2019 130582_Report

21/100


130582 017

TABLE 9.1.5





W. T. from GL :-NO Completion Date:- 21/05/13No. of blowsSr.

No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 4 6 7 13 -

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 5 6 6 12 -

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 FDD/FMC UDS 16.15

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 FDD/FMC UDS 13.81

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 5 7 9 16 -

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 6 10 18 28 21

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 5 13 22 35 22

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 14 27 50 77 4019 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 50 50 - >50 10cm

Abbreviations: -






8/13/2019 130582_Report

22/100


130582 018

TABLE 9.1.6






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 5 6 8 14 14

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 4 5 6 11 -

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 3 4 4 8 -

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 FDD/FMC UDS 12.97

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 4 7 10 17 16

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 5 8 12 20 17

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 6 9 15 24 18

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 6 12 17 29 2019 -9.50 to -10.00 SPT D/S 8 15 19 34 22

Abbreviations: -






8/13/2019 130582_Report

23/100


130582 019

TABLE 9.1.7






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 FDD/FMC UDS 15.81

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 6 7 7 14 15

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 5 7 8 15 15

7 -3.50 to -4.00 D/S D/S

8 -4.00 to -4.45 SPT D/S 1 1 2 3 -9 -4.50 to -5.00 D/S D/S

10 -5.00 to -5.45 FDD/FMC UDS 16.09

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 5 7 10 17 15

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 3 5 6 11 10

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 2 8 9 17 13

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 5 9 11 20 1519 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 6 10 13 23 16

Abbreviations: -






8/13/2019 130582_Report

24/100


130582 020

TABLE 9.1.8






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 3 4 6 10 10

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 3 4 4 8 8

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 4 5 8 13 13

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 SPT D/S 1 1 1 2 -

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 4 6 8 14 14

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 6 11 15 26 20

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 8 14 19 33 22

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 9 18 24 42 2619 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 12 22 26 48 28

Abbreviations: -






8/13/2019 130582_Report

25/100


130582 021

TABLE 9.1.9






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 3 5 7 12 12

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 FDD/FMC UDS 15.93

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 2 2 3 5 5

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 SPT D/S 1 1 1 2 -

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 FDD/FMC UDS 13.18

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 2 2 3 5 -

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 2 3 4 7 -

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 3 4 4 8 719 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 8 12 18 30 20

Abbreviations: -






8/13/2019 130582_Report

26/100


130582 022

TABLE 9.1.10






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 FDD/FMC UDS 16.22

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 2 4 6 10 13

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 FDD/FMC UDS 13.30

7 -3.50 to -4.00 D/S D/S

8 -4.00 to -4.45 SPT D/S 1 1 2 3 -9 -4.50 to -5.00 D/S D/S

10 -5.00 to -5.45 FDD/FMC UDS 12.76

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 1 1 2 3 -

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 FDD/FMC UDS 14.55

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 6 11 18 29 19

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 10 16 28 44 2619 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 13 22 39 61 32

Abbreviations: -






8/13/2019 130582_Report

27/100


130582 023

TABLE 9.1.11






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 FDD/FMC UDS 12.48

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 5 8 16 24 -

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 FDD/FMC UDS 14.71

7 -3.50 to -4.00 D/S D/S

8 -4.00 to -4.45 SPT D/S 2 2 2 4 -9 -4.50 to -5.00 D/S D/S

10 -5.00 to -5.45 FDD/FMC UDS 15.13

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 2 1 2 3 -

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 6 8 10 18 16

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 8 12 16 28 19

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 10 15 20 35 2219 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 12 22 38 60 31

Abbreviations: -






8/13/2019 130582_Report

28/100


130582 024

TABLE 9.1.12






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 4 6 6 12 12

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 FDD/FMC UDS 18.47

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 1 2 2 4 -

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 SPT D/S 7 8 8 16 -

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 4 5 4 9 9

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 FDD/FMC UDS 13.51

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 6 6 7 13 11

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 5 7 9 16 1419 -9.50 to -10.00 D/S D/S

20 -10.00 to -10.45 SPT D/S 6 11 13 24 17

Abbreviations: -






8/13/2019 130582_Report

29/100


130582 025

TABLE 9.1.13






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 FDD/FMC UDS 13.52

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 SPT D/S 2 4 5 9 11

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 FDD/FMC UDS 15.27

7 -3.50 to -4.00 D/S D/S

8 -4.00 to -4.45 SPT D/S 1 1 1 2 29 -4.50 to -5.00 D/S D/S

10 -5.00 to -5.45 FDD/FMC UDS 12.26

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 1 1 2 3 3

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 1 1 2 3 3

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 4 8 15 23 18

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 5 9 18 27 2019 -10.00 to -10.45 SPT D/S 6 12 24 36 23

Abbreviations: -






8/13/2019 130582_Report

30/100


130582 026

TABLE 9.1.14






No.

Depth from

GL (m)Type of Test

Type of

Sample

FDD

(kN/m3) 150mm 150mm 150mm

N per

300mm

Corted

N#

1 0.00 to -0.50 D/S D/S

2 -1.00 to -1.45 SPT D/S 2 4 5 9 9

3 -1.50 to -1.50 D/S D/S

4 -2.00 to -2.45 FDD/FMC UDS 13.26

5 -2.50 to -3.00 D/S D/S

6 -3.00 to -3.45 SPT D/S 3 5 8 13 -

7 -3.50 to -4.00 D/S D/S


10 -5.00 to -5.45 SPT D/S 1 1 1 2 -

11 -5.50 to -6.00 D/S D/S

12 -6.00 to -6.45 SPT D/S 4 7 11 18 16

13 -6.50 to -7.00 D/S D/S

14 -7.00 to -7.45 SPT D/S 5 8 13 21 17

15 -7.50 to -8.00 D/S D/S

16 -8.00 to -8.45 SPT D/S 7 11 15 26 18

17 -8.50 to -9.00 D/S D/S

18 -9.00 to -9.45 SPT D/S 7 13 19 32 2119 -10.00 to -10.45 SPT D/S 9 16 21 37 23

Abbreviations: -






8/13/2019 130582_Report

31/100


130582 027

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 5 2 20 54 30 NP NP SM

-1.00 to -1.45 S 7 3 25 45 31 NP NP SM

-1.50 to -1.50 D/S 5 1 21 53 31 NP NP SM

-2.00 to -2.45 UDS 5 0 10 68 15 1 32 NP NP SM 21

-2.50 to -3.00 D/S 0 0 6 79 30 NP NP SM

-3.00 to -3.45 S 0 0 1 23 36 15 21 CI

-3.50 to -4.00 D/S 0 0 1 22 36 15 21 CI

-4.00 to -4.45 UDS 0 0 2 8 43 47 56 25 31 CH 43

-4.50 to -5.00 D/S 2 1 9 63 59 25 34 SC

-5.00 to -5.45 S 0 0 1 3 57 22 34 CH

-5.50 to -6.00 D/S 0 0 0 2 38 20 17 CI

-6.00 to -6.45 UDS 0 0 0 3 73 24 39 20 19 CI 40-6.50 to -7.00 D/S 0 0 0 2 40 20 20 CI

-7.00 to -7.45 S 0 0 0 3 43 23 20 CI

-7.50 to -8.00 D/S 0 0 6 74 46 NP NP SM

-8.00 to -8.45 S 0 0 5 75 37 NP NP SM

-8.50 to -9.00 D/S 5 2 21 60 30 NP NP SM

-9.00 to -9.45 S 1 2 25 55 40 NP NP SM

-9.50 to -10.00 D/S 3 3 30 46 28 NP NP SM

-10.00 to -10.45 S 1 2 22 54 33 NP NP SM

-10.45

F Fine Grain UDS Undisturbed Sample

M Medium Grain S Standard Penetration Test

C Coarse Grain D/S Disturbed Sample

NP Non plastic nature

76

96

13

TABLE -9.2.1

SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS

LLType

of SoilPL PIDepth RL

20

Gravel

>4.75

mm

NMCSample

15

Sand

4.75 mm-0.075mm

18

Silt

8/13/2019 130582_Report

32/100


130582 028

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 14 3 27 39 37 28 8 SM

-1.00 to -1.45 UDS 20 5 31 29 14 1 32 25 8 SM 5

-1.50 to -1.50 D/S 8 5 32 36 35 NP NP SM

-2.00 to -2.45 S 2 1 19 61 30 NP NP SM

-2.50 to -3.00 D/S 1 1 21 60 39 28 11 SM

-3.00 to -3.45 UDS 1 0 2 26 45 25 34 17 17 CL 36

-3.50 to -4.00 D/S 0 0 2 25 35 16 19 CI-CL

-4.00 to -4.45 S 1 0 1 6 53 25 28 CH

-4.50 to -5.00 D/S 18 3 18 46 54 26 28 SC

-5.00 to -5.45 UDS 0 0 0 1 53 45 63 24 38 CH 40

-5.50 to -6.00 D/S 0 0 0 3 49 23 26 CI

-6.00 to -6.45 S 0 0 0 4 47 23 24 CI

-6.50 to -7.00 D/S 1 0 0 2 44 20 23 CI

-7.00 to -7.45 UDS 0 0 1 8 70 21 39 19 20 CI 37

-7.50 to -8.00 D/S 0 0 0 6 35 20 15 CI-CL

-8.00 to -8.45 S 0 1 18 62 35 NP NP SM

-8.50 to -9.00 D/S 2 1 18 62 38 NP NP SM

-9.00 to -9.45 S 3 1 14 59 35 NP NP SM

-9.50 to -10.00 D/S 0 1 11 65 36 NP NP SM

-10.00 to -10.45 S 0 0 14 61 33 NP NP SM

-10.45

F Fine Grain UDS Undisturbed SampleM Medium Grain S Standard Penetration Test



18

23

19

25

23

14

96

96

93

97

73

93

Sample

16

Sand

4.75 mm-0.075mm

17

Silt

8/13/2019 130582_Report

33/100


130582 029

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 0 0 4 71 70 24 45 SC-1.00 to -1.45 S 1 0 4 59 64 24 40 SC

-1.50 to -1.50 D/S 0 0 1 28 34 19 14 CL

-2.00 to -2.45 S 0 0 1 54 33 21 12 SC

-2.50 to -3.00 D/S 0 0 2 31 34 16 18 CL

-3.00 to -3.45 UDS 0 0 5 29 42 23 31 12 19 CL 35

-3.50 to -4.00 D/S 0 0 2 33 33 16 17 CL

-4.00 to -4.45 UDS 0 0 1 5 58 36 53 25 28 CH 40

-4.50 to -5.00 D/S 0 0 0 7 52 23 29 CH

-5.00 to -5.45 S 0 0 0 7 50 43 63 28 36 CH

-5.50 to -6.00 D/S 0 0 0 3 51 21 29 CH

-6.00 to -6.45 S 0 0 13 71 44 19 25 SC

-6.50 to -7.00 D/S 0 0 8 61 36 17 18 SC-7.00 to -7.45 S 0 0 12 67 48 24 24 SC

-7.50 to -8.00 D/S 0 1 0 6 42 22 21 CI

-8.00 to -8.45 S 2 0 11 54 39 24 16 SC

-8.50 to -9.00 D/S 0 0 9 58 38 22 16 SC

-9.00 to -9.45 S 0 0 8 55 42 25 17 SC

-10.00 to -10.45 S 0 0 10 59 35 22 13 SC





34

31

32

36

93

16

3121

92

97

65

Sample

67

Sand

4.75 mm-0.075mm

25

Silt

8/13/2019 130582_Report

34/100


130582 030

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 3 2 21 54 54 25 29 SC

-1.00 to -1.45 UDS 19 2 17 46 10 6 32 12 19 SC 9

-1.50 to -1.50 D/S 0 0 2 70 64 30 34 SC

-2.00 to -2.45 S 0 0 1 13 34 18 16 CL

-2.50 to -3.00 D/S 0 0 6 73 46 24 22 SC

-3.00 to -3.45 S 0 0 6 75 39 19 19 SC

-3.50 to -4.00 D/S 1 0 9 71 58 21 37 SC

-4.00 to -4.45 S 0 3 4 3 61 29 40 19 21 CI

-4.50 to -5.00 D/S 0 0 1 15 49 19 30 CI

-5.00 to -5.45 S 1 1 3 71 57 26 30 SC

-5.50 to -6.00 D/S 0 2 17 63 65 26 39 SC

-6.00 to -6.45 S 11 3 21 50 68 26 42 SC

-6.50 to -7.00 D/S 4 5 29 45 47 24 23 SC

-7.00 to -7.45 S 16 3 19 48 53 30 24 SM

-7.50 to -8.00 D/S 16 4 17 46 58 36 22 SM

-8.00 to -8.45 S 12 6 25 41 54 31 23 SM

-8.50 to -9.00 D/S 19 4 20 39 37 NP NP SM

-9.00 to -9.45 S 9 5 21 48 34 NP NP SM

-9.50 to -10.00 S 5 3 20 59 33 NP NP SM



C Coarse Grain D/S Disturbed SampleNP Non plastic nature

19

24

18

TABLE -9.2.4


LLType


28

Gravel

>4.75

mm

85

NMCSample

21

Sand

4.75 mm-0.075mm

20

Silt

8/13/2019 130582_Report

35/100


130582 031

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 0 0 11 1 41 22 20 CI-1.00 to -1.45 S 0 0 14 69 36 15 21 SC

-1.50 to -1.50 D/S 0 0 1 13 43 19 24 CI

-2.00 to -2.45 S 0 0 1 77 42 21 21 SC

-2.50 to -3.00 D/S 0 0 1 83 42 25 17 SC

-3.00 to -3.45 UDS 0 0 14 70 15 1 28 13 15 SC 12

-3.50 to -4.00 D/S 0 0 3 16 43 19 24 CI

-4.00 to -4.45 UDS 0 0 3 8 66 23 46 18 28 CI 40

-4.50 to -5.00 D/S 0 0 1 9 43 18 26 CI

-5.00 to -5.45 UDS 0 0 1 5 67 28 49 20 29 CI 38

-5.50 to -6.00 D/S 0 0 1 34 41 19 22 CI

-6.00 to -6.45 S 0 0 2 49 32 15 17 SC

-6.50 to -7.00 D/S 1 1 20 43 41 29 12 SM

-7.00 to -7.45 S 2 2 20 35 33 26 8 SM

-7.50 to -8.00 D/S 2 1 36 40 39 30 8 SM

-8.00 to -8.45 S 4 1 20 44 27 NP NP SM

-8.50 to -9.00 D/S 1 3 43 35 32 NP NP SM

-9.00 to -9.45 S 0 0 42 38 29 NP NP SM

-9.50 to -10.00 D/S 2 2 44 35 33 NP NP SM

-10.00 to -10.45 S 4 3 53 26 27 NP NP SM

-10.45


M Medium Grain S Standard Penetration TestC Coarse Grain D/S Disturbed Sample


19

17

31

15

20

91

48

36

41

21

65

80

Sample

17

Sand

4.75 mm-0.075mm

88

Silt

8/13/2019 130582_Report

36/100


130582 032

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 3 2 26 55 35 24 10 SM-1.00 to -1.45 S 1 0 8 75 34 24 10 SM

-1.50 to -1.50 D/S 0 0 7 60 35 24 11 SM

-2.00 to -2.45 S 0 0 9 62 28 17 11 SC

-2.50 to -3.00 D/S 0 0 9 36 33 15 18 CL

-3.00 to -3.45 S 1 1 16 69 34 17 17 SC

-3.50 to -4.00 D/S 0 0 1 15 40 17 22 CI

-4.00 to -4.45 UDS 0 0 1 6 63 30 45 21 24 CI 40

-4.50 to -5.00 D/S 0 0 0 4 49 22 27 CI

-5.00 to -5.45 UDS 0 0 0 2 78 19 41 23 18 CI 50

-5.50 to -6.00 D/S 0 1 1 6 51 24 27 CH

-6.00 to -6.45 S 0 2 22 56 33 24 9 SM

-6.50 to -7.00 D/S 1 2 20 56 33 26 7 SM

-7.00 to -7.45 S 2 1 17 66 35 27 7 SM

-7.50 to -8.00 D/S 1 2 19 62 45 37 8 SM

-8.00 to -8.45 S 0 1 14 64 37 26 12 SM

-8.50 to -9.00 D/S 1 1 17 57 38 26 12 SM

-9.00 to -9.45 S 0 1 15 60 37 27 10 SM

-9.50 to -10.00 S 0 0 11 66 27 18 9 SC

-10.00 to -10.45 S

-10.45




14

24

TABLE -9.2.6


LLType


32

Gravel

>4.75

mm

30

NMCSample

55

Sand

4.75 mm-0.075mm

14

Silt

8/13/2019 130582_Report

37/100


130582 033

BH-07

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)0.00 to -0.50 D/S 0 0 31 47 29 NP NP SM

-1.00 to -1.45 UDS 0 1 8 44 44 3 30 NP NP SM 18

-1.50 to -1.50 D/S 1 3 21 38 36 NP NP SM

-2.00 to -2.45 S 0 0 3 56 34 NP NP SM

-2.50 to -3.00 D/S 0 0 11 51 35 2 30 NP NP SM

-3.00 to -3.45 S 0 0 4 65 31 NP NP SM

-3.50 to -4.00 D/S 0 0 0 34 56 21 36 CH

-4.00 to -4.45 S 1 6 7 14 38 34 65 23 42 CH

-4.50 to -5.00 D/S 0 0 3 5 62 26 36 CH

-5.00 to -5.45 UDS 1 5 7 29 53 5 32 NP NP ML 24

-5.50 to -6.00 D/S 0 0 2 35 33 NP NP ML

-6.00 to -6.45 S 0 0 2 24 32 NP NP ML-6.50 to -7.00 D/S 0 0 6 47 29 NP NP SM

-7.00 to -7.45 S 2 1 45 39 29 NP NP SM

-7.50 to -8.00 D/S 1 1 21 43 26 NP NP SM

-8.00 to -8.45 S 4 3 53 22 28 NP NP SM

-8.50 to -9.00 D/S 2 2 57 18 29 NP NP SM

-9.00 to -9.45 S 0 0 12 57 30 NP NP SM

-9.50 to -10.00 D/S 6 3 21 12 28 NP NP ML

-10.00 to -10.45 S 0 0 8 30 29 NP NP ML

-10.45





66

47

TABLE -9.2.7


LLType

of SoilPL PIDepth RL NMCSample

Sand

4.75 mm-0.075mm

31

20

36

92

23

Silt

8/13/2019 130582_Report

38/100


130582 034

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 0 0 4 76 41 NP NP SM-1.00 to -1.45 S 0 0 5 76 33 NP NP SM

-1.50 to -1.50 D/S 0 0 1 58 41 NP NP SM

-2.00 to -2.45 S 0 0 3 62 43 NP NP SM

-2.50 to -3.00 D/S 0 0 2 65 44 NP NP SM

-3.00 to -3.45 S 2 0 2 60 41 NP NP SM

-3.50 to -4.00 D/S 0 2 3 33 36 27 9 MI

-4.00 to -4.45 UDS 0 0 1 15 73 11 43 24 18 CI 46

-4.50 to -5.00 D/S 3 0 1 3 41 18 23 CI

-5.00 to -5.45 S 0 0 2 19 36 17 19 CI

-5.50 to -6.00 D/S 0 0 1 13 37 19 18 CI

-6.00 to -6.45 S 0 0 1 56 30 16 14 SC

-6.50 to -7.00 D/S 0 0 1 42 39 NP NP MI

-7.00 to -7.45 S 0 0 1 59 43 29 14 SM

-7.50 to -8.00 D/S 1 0 1 48 41 NP NP MI

-8.00 to -8.45 S 0 0 0 0 80 20 45 NP NP MI

-8.50 to -9.00 D/S 0 0 0 3 44 21 23 CI

-9.00 to -9.45 S 0 0 1 50 38 28 10 SM

-9.50 to -10.00 D/S 0 1 1 50 38 29 9 SM

-10.00 to -10.45 S 0 0 1 46 36 27 9 MI

-10.45




35

79

96

TABLE -9.2.8


LLType


40

Gravel

>4.75

mm

35

NMCSample

33

Sand

4.75 mm-0.075mm

20

Silt

8/13/2019 130582_Report

39/100


130582 035

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)0.00 to -0.50 D/S 4 1 16 62 29 NP NP SM

-1.00 to -1.45 S 1 0 9 68 29 NP NP SM

-1.50 to -1.50 D/S 0 0 5 76 33 NP NP SM

-2.00 to -2.45 UDS 0 0 5 76 18 1 34 NP NP SM 21

-2.50 to -3.00 D/S 0 0 10 66 28 NP NP SM

-3.00 to -3.45 S 0 0 2 33 33 NP NP ML

-3.50 to -4.00 D/S 0 0 3 33 36 17 19 CI

-4.00 to -4.45 UDS 1 1 5 14 45 34 54 24 30 CH 40

-4.50 to -5.00 D/S 0 0 1 3 54 26 28 CH

-5.00 to -5.45 S 0 0 0 3 54 26 27 CH

-5.50 to -6.00 D/S 0 0 0 2 49 23 26 CI

-6.00 to -6.45 UDS 0 0 0 5 67 28 44 23 21 CI 34

-6.50 to -7.00 D/S 0 0 0 22 47 22 25 CI

-7.00 to -7.45 S 0 0 2 15 38 22 16 CI

-7.50 to -8.00 D/S 0 0 1 7 44 22 22 CI

-8.00 to -8.45 S 0 0 0 7 42 21 21 CI

-8.50 to -9.00 D/S 0 1 14 60 37 NP NP SM

-9.00 to -9.45 S 0 1 15 59 31 NP NP SM

-9.50 to -10.00 D/S 1 3 54 28 30 NP NP SM

-10.00 to -10.45 S 0 1 13 60 29 NP NP SM

-10.45





65

96

25

15

92

26

24

96

78

83

92

98

64

Sample

24

Sand

4.75 mm-0.075mm

17

Silt

8/13/2019 130582_Report

40/100


130582 036

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 3 2 31 58 35 NP NP SW-SM-1.00 to -1.45 UDS 6 1 17 60 15 1 32 NP NP SM 16

-1.50 to -1.50 D/S 0 2 19 61 32 NP NP SM

-2.00 to -2.45 S 17 2 19 43 34 NP NP SM

-2.50 to -3.00 D/S 1 1 7 75 32 NP NP SM

-3.00 to -3.45 UDS 0 0 1 20 60 18 42 NP NP MI 35

-3.50 to -4.00 D/S 0 0 2 14 50 17 33 CH-CI

-4.00 to -4.45 S 0 0 1 9 53 15 38 CH

-4.50 to -5.00 D/S 0 0 1 5 50 24 26 CH-CI

-5.00 to -5.45 UDS 0 0 1 4 64 31 40 19 21 CI 42

-5.50 to -6.00 D/S 0 0 0 2 47 23 24 CI

-6.00 to -6.45 S 4 1 10 59 48 26 22 SC

-6.50 to -7.00 D/S 0 0 0 3 47 24 23 CI-7.00 to -7.45 UDS 0 0 0 4 68 28 37 19 18 CI 30

-7.50 to -8.00 D/S 0 0 0 7 38 18 21 CI

-8.00 to -8.45 S 0 1 9 63 37 26 11 SM

-8.50 to -9.00 D/S 4 1 10 59 33 26 7 SM

-9.00 to -9.45 S 3 1 9 60 33 NP NP SM

-9.50 to -10.00 D/S 1 1 10 63 33 NP NP SM

-10.00 to -10.45 S 2 2 11 57 30 NP NP SM

-10.45



C Coarse Grain D/S Disturbed SampleNP Non plastic nature

25

TABLE -9.2.10


LLType


19

Gravel

>4.75

mm

19

NMCSample

17

Sand

4.75 mm-0.075mm

6

Silt

8/13/2019 130582_Report

41/100


130582 037

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 4 1 23 58 43 22 21 SC-1.00 to -1.45 UDS 4 2 14 63 15 1 32 11 21 SC 40

-1.50 to -1.50 D/S 2 2 29 40 44 23 21 SC

-2.00 to -2.45 S 1 0 14 71 42 21 21 SC

-2.50 to -3.00 D/S 0 0 17 50 36 17 18 SC

-3.00 to -3.45 UDS 0 0 3 48 43 6 26 NP NP SM 13

-3.50 to -4.00 D/S 0 0 4 46 31 25 7 SM

-4.00 to -4.45 S 0 0 8 31 40 17 22 CI

-4.50 to -5.00 D/S 0 0 4 34 40 17 23 CI

-5.00 to -5.45 UDS 0 0 0 1 81 18 46 21 25 CI 33

-5.50 to -6.00 D/S 0 0 0 2 45 24 21 CI

-6.00 to -6.45 S 0 0 1 3 56 24 32 CH

-6.50 to -7.00 D/S 0 0 1 4 43 19 24 CI

-7.00 to -7.45 S 2 2 14 66 41 29 12 SM

-7.50 to -8.00 D/S 2 3 11 65 37 28 8 SM

-8.00 to -8.45 S 2 2 17 61 35 22 13 SC

-8.50 to -9.00 D/S 2 1 15 64 45 29 16 SM

-9.00 to -9.45 S 2 3 17 63 47 29 19 SM

-9.50 to -10.00 D/S 2 2 14 66 43 NP NP SM

-10.00 to -10.45 S 5 0 11 69 38 NP NP SM

-10.45




16

18

14

16

62

96

95

13

15

98

50

Sand

4.75 mm-0.075mm

14

Silt

8/13/2019 130582_Report

42/100


130582 038

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 0 0 12 65 30 NP NP SM

-1.00 to -1.45 S 2 0 1 45 28 NP NP ML

-1.50 to -1.50 D/S 3 1 4 20 31 NP NP ML

-2.00 to -2.45 UDS 0 0 23 52 22 3 29 NP NP SM 11

-2.50 to -3.00 D/S 0 2 7 47 30 NP NP SM

-3.00 to -3.45 S 0 0 2 7 67 28 39 CH

-3.50 to -4.00 D/S 2 1 2 5 60 28 32 CH

-4.00 to -4.45 UDS 2 3 2 9 56 28 54 25 29 CH 30

-4.50 to -5.00 D/S 0 6 14 24 31 NP NP ML

-5.00 to -5.45 S 0 0 1 27 45 23 21 CI

-5.50 to -6.00 D/S 0 0 1 12 47 31 15 MI-6.00 to -6.45 S 0 0 0 20 30 NP NP ML

-6.50 to -7.00 D/S 0 0 0 26 30 NP NP ML

-7.00 to -7.45 UDS 1 0 4 29 56 10 31 NP NP ML 36

-7.50 to -8.00 D/S 1 0 3 31 32 NP NP ML

-8.00 to -8.45 S 0 0 4 48 29 NP NP SM

-8.50 to -9.00 D/S 0 0 2 38 31 NP NP ML

-9.00 to -9.45 S 1 0 3 56 30 NP NP SM

-9.50 to -10.00 D/S 0 0 1 16 33 NP NP ML

-10.00 to -10.45 S 0 0 1 37 28 NP NP ML

-10.45





74

57

80

72

60

83

48

62

40

66

87

90

44

92

52

71

Gravel

>4.75

mm

Sand

4.75 mm-0.075mm

23

Silt

8/13/2019 130582_Report

43/100


130582 039

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 2 3 23 55 38 27 12 SM

-1.00 to -1.45 UDS 1 1 18 6 62 12 31 NP NP ML 7

-1.50 to -1.50 D/S 0 0 11 61 41 28 13 SM

-2.00 to -2.45 S 0 1 17 64 37 25 12 SM

-2.50 to -3.00 D/S 0 0 5 77 38 30 8 SM

-3.00 to -3.45 UDS 2 1 11 65 19 2 32 NP NP SM 26

-3.50 to -4.00 D/S 0 0 2 22 37 28 9 MI

-4.00 to -4.45 S 0 0 1 6 46 22 23 CI

-4.50 to -5.00 D/S 0 0 0 2 42 21 22 CI

-5.00 to -5.45 UDS 0 0 2 7 49 42 53 23 30 CH 40

-5.50 to -6.00 D/S 0 0 0 2 50 22 28 CH-CI

-6.00 to -6.45 S 0 0 0 4 36 18 18 CI-6.50 to -7.00 D/S 0 1 0 3 36 21 15 CI

-7.00 to -7.45 S 0 0 0 5 37 19 18 CI

-7.50 to -8.00 D/S 0 0 0 6 41 19 22 CI

-8.00 to -8.45 S 4 2 23 47 40 29 11 SM

-8.50 to -9.00 D/S 7 2 20 43 40 NP NP SM

-9.00 to -9.45 S 2 1 21 45 37 26 11 SM

-10.00 to -10.45 S 3 2 21 47 40 NP NP SM





27

TABLE -9.2.13


LLType


28

Gravel

>4.75

mm

19

NMCSample

18

Sand

4.75 mm-0.075mm

18

Silt

8/13/2019 130582_Report

44/100


130582 040

C M F

(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)

0.00 to -0.50 D/S 0 1 18 68 40 NP NP SM-1.00 to -1.45 S 3 1 25 53 41 NP NP SM

-1.50 to -1.50 D/S 0 0 1 49 40 NP NP MI

-2.00 to -2.45 UDS 10 3 7 11 32 NP NP ML 7

-2.50 to -3.00 D/S 0 0 1 10 43 22 21 CI

-3.00 to -3.45 S 0 0 12 74 57 22 34 SC

-3.50 to -4.00 D/S 0 0 8 74 65 25 40 SC

-4.00 to -4.45 UDS 0 0 1 8 49 42 54 21 33 CH 35

-4.50 to -5.00 D/S 0 0 1 9 50 20 31 CH-CI

-5.00 to -5.45 S 0 0 1 7 49 42 62 23 39 CH

-5.50 to -6.00 D/S 0 0 1 9 45 20 25 CI

-6.00 to -6.45 S 9 2 16 47 39 NP NP SM

-6.50 to -7.00 D/S 0 0 7 54 41 NP NP SM

-7.00 to -7.45 S 5 0 2 31 36 NP NP MI

-7.50 to -8.00 D/S 0 0 1 47 37 NP NP MI

-8.00 to -8.45 S 0 1 10 54 43 NP NP SM

-8.50 to -9.00 D/S 2 0 12 53 42 NP NP SM

-9.00 to -9.45 S 0 2 14 59 40 NP NP SM

-10.00 to -10.45 S 9 1 8 52 36 NP NP SM

-10.45 to -10.90

10.45




15

33

29

35

25

90

26

39

61

52

91

18

Sample

89

Sand

4.75 mm-0.075mm

13

Silt

8/13/2019 130582_Report

45/100


130582 041

TABLE 9.3

STATEMENT SHOWING SHEAR & CONSOLIDATION PARAMETERS

Shear parametersSwelling

Characteristics

Consolidation

ParametersBorehole

No.

DepthfromGL

(m)

Classification

Typec

kN/m2

Angle

Deg.

Swelling

Index (%)

Shrinkage

Limit (%)

Comp.

Index

(Cc)

Pre Cons.

Pressure

(Pc)kN/m

2

2.00 SM DS 0.00 31 N.O. -

4.00 CH

Tuu

DS

45.84

39.18

6

8

70 14 0.236 101.0401

6.00 CI DS 15.19 23 20 30

3.00 CL DS 10.58 25 20 20

5.00 CH

Tuu

DS

40.88

30.65

8

1280 20 0.228 112.8202

7.00 CI DS 16.00 22 40 21

3.00 CL DS 9.96 25 20 -

034.00 CL

Tuu

DS

45.19

36.50

7

11

60 19 0.167 98.10

04 1.00 SC DS 3.00 27 N.O. - - -

3.00 SC DS 0.00 31 N.O. -

4.00 CI DS 15.85 21 40 22 0.243 119.6805

5.00 CI

Tuu

DS

40.46

15.53

12

2120 38

4.00 CI

Tuu

DS

37.23

30.72

12

15

30 2106

5.00 CI DS 32.87 13 30 22 0.391 92.21

1.00 SM DS 0.00 31 N.O. -07

5.00 ML DS 5.63 26 N.O. - - -

08 4.00 CI

Tuu

DS

40.91

14.05

11

2150 21 - -

8/13/2019 130582_Report

46/100


130582 042

2.00 SM DS 0.00 32 N.O. -

4.00 CHTuu

DS

45.87

34.85

8

12

40 2309

6.00 CI DS 15.01 21 60 25 0.217 139.30

3.00 MI DS 8.70 26 50 -

5.00 CITuu

DS

43.01

28.31

9

14

N.O. 2110

7.00 CI DS 13.22 23 10 27 0.184 117.72

3.00 SM DS 0.00 31 N.O. -11

5.00 CI DS 14.27 23 40 20 - -

2.00 SM DS 0.00 30 - -

4.00 CH

Tuu

DS

52.15

29.77

7

14- 2712

7.00 ML DS 8.80 26 - - - -

3.00 SM DS 0.00 31 N.O. -

135.00 CH

Tuu

DS

39.03

33.33

9

1470 21 0.300 103.99

2.00 ML DS 8.80 26 N.O. -

14

4.00 CH

Tuu

DS

49.47

28.85

6

1580 17 - -

DS : Direct Shear on specimen remoulded on FDD and submerged for 24 hrs saturation

Tuu : Triaxial Compression (Unconsolidated Undrain Condition)

N.O.: Not Observed

8/13/2019 130582_Report

47/100


130582 043

Fig. 10.1 Location Map Location Map not as per the scale

8/13/2019 130582_Report

48/100


130582 044

G

roundSurfaceLevel:-0.0

0

Groundwater

tablefromGL:-

7.50

P

roject:

N:2333367.625,E:255038.4

08

Date:

150mm150mm150mm'N

'per

300mm

0.0

0to-0.5

0

SM

30

NP

D/S

-1.0

0to-1.4

5

SM

31

NP

S

2

3

5

8

-1.5

0to-1.5

0

SM

31

NP

D/S

-2.0

0to-2.4

5

SM

32

NP2

1

UDS

-2.5

0to-3.0

0

SM

30

NP

D/S

-3.0

0to-3.4

5

CI

36

15

S

1

2

2

4

-3.5

0to-4.0

0

CI

36

15

D/S

-4.0

0to-4.4

5

CH

56

254

3

UDS

-4.5

0to-5.0

0

SC

59

25

D/S

-5.0

0to-5.4

5

CH

57

22

S

2

2

3

5

-5.5

0to-6.0

0

CI

38

20

D/S

-6.0

0to-6.4

5

CI

39

204

0

UDS

-6.5

0to-7.0

0

CI

40

20

D/S

-7.0

0to-7.4

5

CI

43

23

S

2

3

5

8

-7.5

0to-8.0

0

SM

46

NP

D/S

-8.0

0to-8.4

5

SM

37

NP

S

6

12

16

28

-8.5

0to-9.0

0

SM

30

NP

D/S

-9.0

0to-9.4

5

SM

40

NP

S

8

15

21

36

-9.5

0to-10.00

SM

28

NP

D/S

Type

of

Sample

22/05/2013

FIG.-

10.2.1(BH-01)

S

ummaryofStandardPenetrationT

est&AtterbergLimits

No.ofSPTblows

AtterbergLimits&NMC

DepthfromGL

(m)

Typeof

Soil

LL%

PL%

NM

C

%

21

43

40

30 31 3

1 3230

36 36

56 57

38 39 4

0 43 4

6

37

30

40

28

15 1

5

25

20 20 20 2

3

59

2225

0

10

20

30

40

50

60

NMC

LL

PL

'N'SPTCurve

84 5

8

28

36

5 3

0

10

20

30

40

50

60

NP

IP IP

IP

IPIP

IP IP IP

IP

NP

NP

NP

NP

NPN

P NP N

P

NP

8/13/2019 130582_Report

49/100


130582 045

GroundSurfaceLevel:-0.00

GroundwatertablefromGL:-

7.50

Project:

N:2333289.549,E:25

5123.6

58

Date:

150mm150mm150mm'N

'per

300m

0.00to-0.5

0

SM

37

28

D/S

-1.0

0to-1.4

5

SM

32

25

5

UDS

-1.5

0to-1.5

0

SM

35

NP

D/S

-2.0

0to-2.4

5

SM

30

NP

S

3

5

6

11

-2.5

0to-3.0

0

SM

39

28

D/S

-3.0

0to-3.4

5

CL

34

17

36

UDS

-3.5

0to-4.0

0

CI-CL

35

16

D/S

-4.0

0to-4.4

5

CH

53

25

S

1

1

1

2

-4.5

0to-5.0

0

SC

54

26

D/S

-5.0

0to-5.4

5

CH

63

24

40

UDS

-5.5

0to-6.0

0

CI

49

23

D/S

-6.0

0to-6.4

5

CI

47

23

S

1

2

1

3

-6.5

0to-7.0

0

CI

44

20

D/S

-7.0

0to-7.4

5

CI

39

19

37

UDS

-7.5

0to-8.0

0

CI-CL

35

20

D/S

-8.0

0to-8.4

5

SM

35

NP

S

3

3

8

11

-8.5

0to-9.0

0

SM

38

NP

D/S

-9.0

0to-9.4

5

SM

35

NP

S

9

12

19

31

-9.5

0to-10.00

SM

36

NP

D/S

N

MC

%

Type

of

Sample

22/05

/2013

FIG.-

10.2.2

(BH

-02)

SummaryofStandardPenetrationTest&AtterbergLimits

No.ofSPTblows

AtterbergLimits&NMC

DepthfromGL

(m)

Typeof

Soil

LL%

PL%

5

36 4

032 3

5

30

39

34 3

5

53

63

49

47

44

39

35

35 3

8

35 3

6

25 2

8

17

16

25

23 23

20

19 2

0

37

37

54

28

2426

0

10

20

30

40

50

60

70

NMC

LL

PL

'N'SPTCurve

11

2 3

11

31

0

10

20

30

40

IPIP

NP

NP

IP

IPIP

IPIP

IP

IP IPIP

IP IP

NP N

PNP

NP

8/13/2019 130582_Report

50/100


130582 046

G


0

Groundwater

tablefromGL:-

3.00

P

roject:

N:2333225.918,E:255194.1

33

Date:

150mm150mm150mm'N

'per

300mm

0.0

0to-0.5

0

SC

70

24

D/S

-1.0

0to-1.4

5

SC

64

24

S

3

4

5

9

-1.5

0to-1.5

0

CL

34

19

D/S

-2.0

0to-2.4

5

SC

33

21

S

3

4

6

10

-2.5

0to-3.0

0

CL

34

16

D/S

-3.0

0to-3.4

5

CL

31

123

5

UDS

-3.5

0to-4.0

0

CL

33

16

D/S

-4.0

0to-4.4

5

CH

53

254

0

UDS

-4.5

0to-5.0

0

CH

52

23

D/S

-5.0

0to-5.4

5

CH

63

28

S

1

1

2

3

-5.5

0to-6.0

0

CH

51

21

D/S

-6.0

0to-6.4

5

SC

44

19

S

4

6

9

15

-6.5

0to-7.0

0

SC

36

17

D/S

-7.0

0to-7.4

5

SC

48

24

S

5

8

13

21

-7.5

0to-8.0

0

CI

42

22

D/S

-8.0

0to-8.4

5

SC

39

24

S

5

9

16

25

-8.5

0to-9.0

0

SC

38

22

D/S

-9.0

0to-9.4

5

SC

42

25

S

7

12

17

29

1 0 0 0 t

1 0 4 5

S C

3 5

2 2

S

9

1 5

1 9

3 4

Type

of

Sample

23/05/2013

FIG.-

10.2.0

3(BH

-03)

S


est&AtterbergLimits

No.ofSPTblows

AtterbergLimits&NMC

DepthfromGL

(m)

Typeof

Soil

LL%

PL%

NM

C

%

40

70

64

34 33 34

31 33

53

63

51

4448

42

3942

24 24

19 21

16

1216

25

2119 17

2422 2

422 2

535

3638

52

28

23

0

10

20

30

40

50

60

70

NMC

LL

PL

'N'SPTCurve

9 10

3

15

21

2529

34

0

10

20

30

40

IP

IP IP

IPIP

IP

IP

IP

IP

IPIP

IP

IP IP IP I

P I P

IP

IP

8/13/2019 130582_Report

51/100


130582 047



7.50

Project:

N:2333138.054,E:25

5290.6

89

Date:

150mm150mm150mm'N

'per

300m

0.00to-0.5

0

SC

54

25

D/S

-1.0

0to-1.4

5

SC

32

12

9

UDS

-1.5

0to-1.5

0

SC

64

30

D/S

-2.0

0to-2.4

5

CL

34

18

S

1

1

1

2

-2.5

0to-3.0

0

SC

46

24

D/S

-3.0

0to-3.4

5

SC

39

19

S

2

1

1

2

-3.5

0to-4.0

0

SC

58

21

D/S

-4.0

0to-4.4

5

CI

40

19

S

1

1

2

3

-4.5

0to-5.0

0

CI

49

19

D/S

-5.0

0to-5.4

5

SC

57

26

S

3

5

6

11

-5.5

0to-6.0

0

SC

65

26

D/S

-6.0

0to-6.4

5

SC

68

26

S

5

8

9

17

-6.5

0to-7.0

0

SC

47

24

D/S

-7.0

0to-7.4

5

SM

53

30

S

6

9

11

20

-7.5

0to-8.0

0

SM

58

36

D/S

-8.0

0to-8.4

5

SM

54

31

S

8

12

14

26

-8.5

0to-9.0

0

SM

37

NP

D/S

-9.0

0to-9.4

5

SM

34

NP

S

8

13

18

31

-9.5

0to-10.00

SM

33

NP

S

10

15

21

36

PL%N

MC

%

Type

of

Sample

22/05

/2013

FIG.-

10.2.4

(BH

-04)


No.ofSPTblows

AtterbergLimits&NMC

DepthfromGL

(m)

Typeof

Soil

LL%

9

54

32

64

34

46

39

58

40

57

65 6

8

47

53

58

54

37

34

33

25

12

30

18

24

19 21

19

26

26

24

30

36

31

49

19

26

0

10

20

30

40

50

60

70

NMC

LL

PL

'N'SPTCurve

2 2 3

11

1720

26

3631

0

10

20

30

40

IP

IP

IP

IP

IP

IP

IPIP IP

IP

IPIP

IP

IP

IP

IP

NP

NP

NP

8/13/2019 130582_Report

52/100


130582 048


0


0.00

Project:

N:2333045.579,E:25

5392.3

12

Date:

150mm150mm150mm'N

'per

300m

0.00to-0.5

0

CI

41

22

D/S

-1.0

0to-1.4

5

SC

36

15

S

4

6

7

13

-1.5

0to-1.5

0

CI

43

19

D/S

-2.0

0to-2.4

5

SC

42

21

S

5

6

6

12

-2.5

0to-3.0

0

SC

42

25

D/S

-3.0

0to-3.4

5

SC

28

13

12

UDS

-3.5

0to-4.0

0

CI

43

19

D/S

-4.0

0to-4.4

5

CI

46

18

40

UDS

-4.5

0to-5.0

0

CI

43

18

D/S

-5.0

0to-5.4

5

CI

49

20

38

UDS

-5.5

0to-6.0

0

CI

41

19

D/S

-6.0

0to-6.4

5

SC

32

15

S

5

7

9

16

-6.5

0to-7.0

0

SM

41

29

D/S

-7.0

0to-7.4

5

SM

33

26

S

6

10

18

28

-7.5

0to-8.0

0

SM

39

30

D/S

-8.0

0to-8.4

5

SM

27

NP

S

5

13

22

35

-8.5

0to-9.0

0

SM

32

NP

D/S

-9.0

0to-9.4

5

SM

29

NP

S

14

27

50

77

-9.5

0to-10.00

SM

33

NP

D/S

PL%N

MC

%

Type

of

Sample

21/05

/2013

FIG.-

10.2.5

(BH

-05)


No.ofSPTblows

AtterbergLimits&NMC

DepthfromGL

(m)

Typeof

Soil

LL%

12

40

38

41

36

43

42 42

28

43

46

49

41

32

41

33

39

27

32

29

22

15

19 2

125

13

19

18 1

9

15

29

26

30

43

20

18

0

1

0

20

30

40

50

NMC

LL

PL

'N'SPTCurve

13 1216

28

35

77

0

10

20

30

40

50

60

70

80

IP

IP IP IP I

PIP IP

IP

IP

IP

IP

IP

IP

IP

NP

NPN

P

NP

IP

8/13/2019 130582_Report

53/100


130582 049

G


0

Groundwater

tablefromGL:-

0.00

P

roject:

N:2333010.608,E:255497.7

23

Date:

150mm150mm150mm'N

'per

300mm

0.0

0to-0.5

0

SM

35

24

D/S

-1.0

0to-1.4

5

SM

34

24

S

5

6

8

14

-1.5

0to-1.5

0

SM

35

24

D/S

-2.0

0to-2.4

5

SC

28

17

S

4

5

6

11

-2.5

0to-3.0

0

CL

33

15

D/S

-3.0

0to-3.4

5

SC

34

17

S

-3.5

0to-4.0

0

CI

40

17

D/S

-4.0

0to-4.4

5

CI

45

214

0

UDS

-4.5

0to-5.0

0

CI

49

22

D/S

-5.0

0to-5.4

5

CI

41

235

0

UDS

-5.5

0to-6.0

0

CH

51

24

D/S

-6.0

0to-6.4

5

SM

33

24

S

4

7

10

17

-6.5

0to-7.0

0

SM

33

26

D/S

-7.0

0to-7.4

5

SM

35

27

S

5

8

12

20

-7.5

0to-8.0

0

SM

45

37

D/S

-8.0

0to-8.4

5

SM

37

26

S

6

9

15

24

-8.5

0to-9.0

0

SM

38

26

D/S

-9.0

0to-9.4

5

SM

37

27

S

6

12

17

29

-9.5

0to-10.00

SC

27

18

S

8

15

19

3421/05/2013

FIG.-

10.2.6(BH-06)

S


est&AtterbergLimits

No.ofSPTblows

AtterbergLimits&NMC

DepthfromGL

(m)

Typeof

Soil

LL%

PL%

NM

C

%

Type

of

Sample

40

50

35

34 3

5

28

33 3

440

45

41

51

33 3

3 35

45

37 3

837

24

24 2

4

17

15 1

7 17

21 2

4 24 2

6 27

37

26 2

6 27

49

22 2

3

0

10

20

30

40

50

60

NMC

LL

PL

'N'SPTCurve

14

11

1720

24

29

34

0

10

20

30

40

IP IP

IPIP I

P IP

IP

IPIP

IP

IP IPIP

IP

IP IP

IP

IPIP

8/13/2019 130582_Report

54/100

130582_Report

Documents