smi-2 soil inv

7/23/2019 SMI-2 soil inv

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TECHNICAL REPORT

ON

SUBSURFACE SOIL INVESTIGATIO

AND FOUNDATION RECOMMENDATI

FOR

SYRIAN METALS INDUSTRY

S M I ROLLING MILL


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TABLE OF CONTENTS


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1 - INTRODUCTION :

This report presents the results of the subsurfac

conducted at the proposed site of the Syrian metals industry

The project is a steel Billet manufacturing plant

630.000t/y of billets, the site is situated in Adraa Industrial C

The objectives of the investigation are to determin

conditions at the proposed location of the buildings of th

based on these conditions come out by the investigation


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4 - FIELD INVESTIGATION:

Over the period between 17/6/2010 to 21/6/2010 b

performed on the project area which included 12 boreholes,

Three boreholes (1-5-8) were 20 m of depth below the gro

remaining were 15 m of depth.

4-1 The drilling process : Starting from

excavation, the drilling process was conducted using a heav

drilling machines with AW rods and NX casing which are


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and counting the blows required to a set of three spacings,

blows were imparted by a 140-lb ( 64 kg ) weight falling a

76 cm ) onto the drill rod to which the spoon was attach

blows for the three 15 cm successive increments were record

number , referred to as the penetration resistance N ,the va

the logs of the boreholes.

During drilling operations of the boreholes, we contiued to

all boreholes, we found that it was standing vertically and no

inside these boreholes; this ovbsrvation means that soil is co


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shown on the particle size distribution sheets .

From the previous geotechnical report and due to our

contains sulphate materials , so It is need to use sulphate

protect reinforced concrete , foundations, from the influence

Table No1. summarizes the results of tested samples

the average values for every layer.

6 - SUBSURFACE SOIL CONDITIONS :

The current soil surface is below the natural ground level

and the (x,y,z)for each borehole is attached to the report.


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7 - ENGINEERING DESIGN:

7-1 Determination of foundation soil , its

foundations : Our design will be based on the ana

stratification, samples description , SPT field testing, which

all tests reached the value N= 39 to the second layer, and

N= 50 for the first layer, and laboratory testing.

We interpret the difference between SPT value in the prev

one is :the time which boreholes and SPT were done, in t

was in 12/2008 "winter" and in this report It was in 6/201


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appendant report.

Case No.1: Single foundations:

We will calculate tow models:

Model 1: 4*6 m and Model 2: 2.5*2.5

7-2 Bearing capacity considerations : The bearing capac

for a single foundations is given by the following expression

Qult=(1+0.3B/L)*C*Nc+(1+0.3B/L)**D*Nq+(1-0.3B

Where:

Nc , Nq and N are the bearing capacity factors which dep


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Pall1= 84/(3*10) = 2.8 kg/cm2

Pall2= 87/(3*10) = 2.9 kg/cm2

to decrease the value of expected settlement, we

bearing capacity the values:

Pall1= 2 kg/cm2

Pall2= 2 kg/cm2

A settlement value not exceeding the limit of 8 cm w


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Df = the depth of the foundation from the natural ground

recent ground level.by substituting , we find :

S1 = 2-(2*1.98/10)4001(1-0.350.35)/300

S2 = 2-(2*1.98/10)2500.85(1-0.350.35)/300 =

The actual value of settlement is expected to be lowe

value, and it will occur mainly during the constrution peri

concrete structural system of the building.

So it is assumed that the allowable soil pressures de


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L is the length of the mat foundation of the structure.

This expression shows that the bearing capacity of a son its engineering properties , but also on the shape and size

on its depth of embedment .

For an estimated average field value of internal frictio

for the soil of foundation

= 18

o

, the bearing capacity paraNc= 13.1 Nq= 5.3 N=

By substitution we find the ultimate bearing capacity o

Qult1= (1+0.3*17/27)*4*13.1+(1+0.3*17/27)*1.98


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estimated settlement is expected to be instantaneous and in t

values .To compute settlements of a mat foundation we use a

the theory of elasticity :

S = qBIw(1 -2 )/E

whereS = calculated settlement in cm .

q = intensity of contact pressure .

B = breadth of the mat foundation


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penetration tests :Nearly, all the results of SPT tests reac

the foundation layer, which match the above calculated valuCase No.3: Strip foundations

We will calculate three models:

Strip1: B=1.5m

Strip2: B=2m

Strip3: B=3m

7-2 Bearing capacity considerations : The bearing cap


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Qult3= 4*13.1+1.98*1*5.8+1.98*3*1.4 =71

By considering a factor of safety of 3, we find th

capacity as :

Pall1= 67/(3*10) = 2.2 kg/cm2

Pall2= 68/(3*10) = 2.3 kg/cm2

Pall3= 71/(3*10) = 2.4 kg/cm2

we take as an allowed bearing capacity the value of 2 kg


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Iw= influence factor which equals for the strip foundation a

Df = the depth of the foundation from the natural groundrecent ground level.

by substituting , we find :

S1= (2-2*1.98/10)1502.2(1-0.350.35)/300

S2= (2-2*1.98/10)2002.2(1-0.350.35)/30

S3= (2-2*1.98/10)3002.2(1-0.350.35)/30

All the values are less than 8cm .o

So it is assumed that the allowable soil pressures de


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Settlement at work load = 2.12- cm

Uplift:

Ultimate Total Capacity = 1525.1- kN

Ultimate Skin Resistance = 1333.0- kN

Weight of Pile = 192.1- kN

Allowable Capacity = 858.6- kN

F.S. for skin = 2.0, for Weight = 1.0

Input Data:


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Weight of Pile = 240.2- kN

Allowable Capacity = 1113.5- kNF.S. for skin = 2.0, for Weight = 1.0

Input Data:

Pile Length = 15- m

Pile diameter =90 cm

Vertical load at head: 1400- kN

During drilling operations of the boreholes, we contiued to


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structural level , type and dimensions are different, therefo

cases, mat, strip and Pile and the results are tabulated in the CaseNo.

Type offoundation

ModelNo.

Dimensionsdepth of

foundation

1 Single1 4*6m 1m

2 2.5*2.5m 1m

2 mat1 17*27m 1m

2 12.5*22m 1m

3 strip

1 B=1.5 1m

2 B=2 1m

3 B=3 1m


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our assumptions, we should be notified so that supplement

can be given.Damascus in 11/7/2010


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Result of lab test


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S M I- RM

3 0. 82 87 37 1 9. 56 19 96 2 9. 45 62 84 1 4. 91 80 33 1 9. 88 59 26

DEPTH OF SAMPLE.mM

3-3.5 4.5-5 7.5-8 1-1.5 4-4.5 11-11.5

PROPERTY SYMBOL UNIT

NATURAL WATER CONTENT W % 30.83% 19.56% 29.46% 14.92% 19.89%

NATURAL UNIT WEIGHT b gr/cc 1.80 2.05 1.90 1.95 2.01

DRY UNIT WEIGHT d gr/cc 1.38 1.71 1.47 1.70 1.68

SPECIFIC GRAVITY Gs 2.70 2.66 2.68 2.70 2.66

VOIDS RATIO e 0.96 0.55 0.83 0.59 0.58

POROSITY % 49.04% 35.68% 45.33% 37.09% 36.85%

DEGREE OF SATURATION Sr % 86.49% 93.80% 95.22% 68.33% 90.65%

Natural

submerged17 9

ANGLE OF INTERNAL FRICTION

B2PHYSICAL & MECHANICAL

PROPERTIES OF SOIL BORING B1


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S M I- RM

2 0. 31 53 64 87 1 9. 38 65 83 57 2 5. 08 34 94 46 2 3. 39 31 48 45 2 3. 93 80 42 71 1 9. 14 96 59 86 1 6. 45 33 44 34 2 3. 29 50 92 42

DEPTH OF SAMPLE.mM

1-1.5 7 -7.5 4-5 9.5-10 3.5-4 14-14.5 1-1.5 5-5.5

PROPERTY SYMBOL UNIT

NATURAL WATER CONTENT W % 20.32% 19.39% 25.08% 23.39% 23.94% 19.15% 16.45% 23.30%

NATURAL UNIT WEIGHT b gr/cc 2.13 2.05 1.96 1.95 1.91 1.96 2.04 2.08

DRY UNIT WEIGHT d gr/cc 1.77 1.71 1.57 1.58 1.54 1.64 1.75 1.69

SPECIFIC GRAVITY Gs 2.66 2.66 2.66 2.69 2.66 2.66 2.66 2.66

VOIDS RATIO e 0.50 0.55 0.70 0.71 0.73 0.62 0.52 0.58

POROSITY % 33.48% 35.59% 41.11% 41.37% 42.04% 38.22% 34.25% 36.65%

DEGREE OF SATURATION Sr % 107.39% 93.34% 95.59% 89.17% 87.79% 82.33% 84.03% 107.11%

Natural

submerged 20 16 27 14

B9 B10

ANGLE OF INTERNAL FRICTION

B7 B8PHYSICAL & MECHANICAL

PROPERTIES OF SOIL BORING


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Borehole logs


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Depth

(m) sample

Soil Classification and Descript

0.6 m Top soil

1.50 11 9 12

3.00

Date of test

S.P.T

(N)

Gray damp lime clay (CL)

21/6/2010

Bore Hole log

SMI

Adraa

1

20m

BROJECT

LOCATION

BORE HOLE No.

DEPTH


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Depth

(m) sample


1.50

3.00

LOCATION Adraa

Gray cohesive to stiff lime clay (CL50 (6cm)

S.P.T

(N)

BORE HOLE No. 2

DEPTH 15m

Date of test 21/6/2010

Borehole log

BROJECT SMI


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Depth

(m) sample


1.50

3.00

LOCATION Adraa


S.P.T

(N)

BORE HOLE No. 3

DEPTH 15m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.50

3.00

LOCATION Adraa

Gray cohesive to stiff lime clay (CL

S.P.T

(N)

BORE HOLE No. 4

DEPTH 15m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.5042

3.00

LOCATION Adraa

Gray cohesive to stiff lime clay (CL50(7cm)

S.P.T

(N)

BORE HOLE No. 5

DEPTH 20m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.50

3.00

LOCATION Adraa


S.P.T

(N)

BORE HOLE No. 6

DEPTH 15m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.50

3.00

Borehole log

BROJECT SMI


LOCATION Adraa

50 (7cm)

BORE HOLE No. 7

DEPTH 15m


S.P.T

(N)


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Depth

(m) sample


1.50

393.00

17 21 27

50 (7cm)

LOCATION Adraa


S.P.T

(N)

BORE HOLE No. 8

DEPTH 20m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.50

3.00

LOCATION Adraa


S.P.T

(N)

BORE HOLE No. 9

DEPTH 15m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.50

3.00

LOCATION Adraa


Yellowish Gray lime clay (CL)

50 (9cm)

S.P.T

(N)

BORE HOLE No. 10

DEPTH 15m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.50 35

3.00

LOCATION Adraa


S.P.T

(N)

BORE HOLE No. 11

DEPTH 15m


Borehole log

BROJECT SMI


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Depth

(m) sample


1.5025 27 47

3.00

LOCATION Adraa


S.P.T

(N)

BORE HOLE No. 12

DEPTH 15m


Borehole log

BROJECT SMI


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Lab test sheets


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Project: SMI -RM

Boring No. Depth m Can No. Wt of can =Wt of wet soil +

canWt of dr

1 1 3-3.5 12 16.68 86.48 7

2 1 4.5-5 23 20.21 92.82 8

3 1 7.5-8 9 15.56 80.56 6

4 2 1-1.5 8 16.58 93.69 8

5 2 11-11.5 26 17.17 94.94 8

NATURAL WATER CONTENT


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Project: SMI -RM

Boring No. Depth m Can No. Wt of can =Wt of wet soil +

canWt of dr

13 7 1-1.5 3 18.50 84.12 7

14 7 7 -7.5 9 18.71 91.50 7

15 8 4-5 8 16.92 88.08 7

16 8 9.5-10 90 15.57 91.21 7

17 9 3.5-4 43 15.28 68.09 5

NATURAL WATER CONTENT


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Project

Specific Gravity Test

Boring No. 1 1 3 3

Sample No. 1 2 3 4

Depth 3-3.5 7.5-8 1.5-2 7.5-8

Wt.Soil,Ws,In g 50 50 50 50

Wt.Bottle+Water,W2,In g 336.7 640.6 640.6 645

Wt.Bottle+Water+Soil,W1,In g 368.21 672.00 671.54 676.40

Temperature o 20 20 20 20

Specific grav ity of water At T,Gt 0.9982 0.9982 0.9982 0.9982

SMI-RM


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Project :

B-1

DEPTH:3.5-4m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 97%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-1

DEPTH:4.5-5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 98%

No. 10 2 97%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-1

DEPTH:7.5-8m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 98%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-2

DEPTH:4.5-5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-2

DEPTH:11-11.5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 97%

No. 4 4.76 91%

No. 10 2 89%

SMI- RM

60%

70%

80%

90%

100%

finer%


47/111

Project :

B-3

DEPTH:1.5-2m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 99%

No. 10 2 97%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-3

DEPTH:7.5-8m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 98%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-4

DEPTH:3.5-4m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


50/111

Project :

B-5

DEPTH:4.5-5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-5

DEPTH:13.5-14m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 86%

SMI- RM

60%

70%

80%

90%

100%

finer%


52/111

Project :

B-6

DEPTH:4-4.5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 99%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Project :

B-6

DEPTH:7.5-8m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


54/111

Project :

B-7

DEPTH:1-1.5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 82%

3/4'' 19.1 80%

1/2" 12.7 70%

3/8'' 9.5 65%

No. 4 4.76 60%

No. 10 2 54%

SMI- RM

60%

70%

80%

90%

100%

finer%


55/111

Project :

B-7

DEPTH:7-7.5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


56/111

Project :

B-8

DEPTH:4-5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 99%

SMI- RM

60%

70%

80%

90%

100%

finer%


57/111

Project :

B-8

DEPTH:9.5-10m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


58/111

Project :

B-9

DEPTH:3.5-4m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 96%

SMI- RM

60%

70%

80%

90%

100%

finer%


59/111

Project :

B-9

DEPTH:14-14.5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


60/111

Project :

B-10

DEPTH:5-5.5m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 99%

SMI- RM

60%

70%

80%

90%

100%

finer%


61/111

Project :

B-11

DEPTH:3.5-4m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


62/111

Project :

B-11

DEPTH:9.5-10m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


63/111

Project :

B-12

DEPTH:5.5-6m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


64/111

Project :

B-12

DEPTH:7.5-8m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 100%

SMI- RM

60%

70%

80%

90%

100%

finer%


65/111

Project :

B-12

DEPTH:14.5-15m

no. Opening Passing

2" 50.8 100%

1 1/2'' 38.1 100%

1'' 25.4 100%

3/4'' 19.1 100%

1/2" 12.7 100%

3/8'' 9.5 100%

No. 4 4.76 100%

No. 10 2 98%

SMI- RM

60%

70%

80%

90%

100%

finer%


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Atterberg LimitsBROJECT SMI-RM

LOCATION draa

BORE HOLE No. BH 1

DEPTH 3-3.5m

Date of test 6/2010

Plastic Limit

Wt. Of Container (g) 15.30 20.34

11 7

LiqType Of Test

Container No.

Wt. Of Container + Wet Soil (g) 23.24 40.62


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Type Of Test

Container No.


Date of test 6/2010

Plastic Limit


5 4

Liq

LOCATION draa

BORE HOLE No. BH 1

DEPTH 7.5-8m



68/111

Type Of Test

Container No.


Date of test 6/2010

Plastic Limit


6 7

Liq

LOCATION draa

BORE HOLE No. BH 2

DEPTH 1-1.5m



69/111


LOCATION draa

BORE HOLE No. BH 2

DEPTH 4-4.5m

Date of test 6/2010

Plastic Limit


5 4

LiqType Of Test

Container No.



70/111


LOCATION draa

BORE HOLE No. BH 2

DEPTH 11-11.5m

Date of test 6/2010

Plastic Limit


4 1

LiqType Of Test

Container No.



71/111

Type Of Test

Container No.


Date of test 6/2010

Plastic Limit


4 10

Liq

LOCATION draa

BORE HOLE No. BH 3

DEPTH 1.5-2 m



72/111

Type Of Test

Container No.


Date of test 6/2010

Plastic Limit


5 9

Liq

LOCATION draa

BORE HOLE No. BH 3

DEPTH 7.5-8m



73/111

Type Of Test

Container No.


Date of test 6/2010

Plastic Limit


6 9

Liq

LOCATION draa

BORE HOLE No. BH 4

DEPTH 3.5-4m



74/111


LOCATION draa

BORE HOLE No. BH 5

DEPTH 4.5-5 m

Date of test 6/2010

Plastic Limit


13 3

LiqType Of Test

Container No.



75/111

Type Of Test

Container No.


Date of test 6/2010

Plastic Limit


4 5

Liq

LOCATION draa

BORE HOLE No. BH 5

DEPTH 13.5-14m



76/111

Type Of TestContainer No.


Date of test 6/2010

Plastic Limit


6 9

Liq

LOCATION draa

BORE HOLE No. BH 6

DEPTH 4-4.5m



77/111



Date of test 6/2010

Plastic Limit


6 4

Liq

LOCATION draa

BORE HOLE No. BH 6

DEPTH 7.5-8m



78/111



Date of test 6/2010

Plastic Limit


3 5

Liq

LOCATION draa

BORE HOLE No. BH 7

DEPTH 1-1.5m



79/111



Date of test 6/2010

Plastic Limit


3 22

Liq

LOCATION draa

BORE HOLE No. BH 7

DEPTH 7-7.5m



80/111



Date of test 6/2010

Plastic Limit


10 1

Liq

LOCATION draa

BORE HOLE No. BH 8

DEPTH 4-5m



81/111



Date of test 6/2010

Plastic Limit


7 1Liq

LOCATION draa

BORE HOLE No. BH 8

DEPTH 9.5-10m



82/111



Date of test 6/2010

Plastic Limit


7 22Liq

LOCATION draa

BORE HOLE No. BH 9

DEPTH 3.5-4m



83/111


LOCATION draa

BORE HOLE No. BH 9

DEPTH 14-14.5m

Date of test 6/2010

Plastic Limit


20 32LiqType Of Test

Container No.



84/111



Date of test 6/2010

Plastic Limit


5 22Liq

LOCATION draa

BORE HOLE No. BH 10

DEPTH 5-5.5m



85/111


LOCATION draa

BORE HOLE No. BH 11

DEPTH 3.5-4m

Date of test 6/2010

Plastic Limit


10 12LiqType Of Test

Container No.



86/111


LOCATION draa

BORE HOLE No. BH 11

DEPTH 9.5-10m

Date of test 6/2010

Plastic Limit


5 9LiqType Of Test

Container No.



87/111



Date of test 6/2010

Plastic Limit


9 3Liq

LOCATION draa

BORE HOLE No. BH 12

DEPTH 5.5-6m



88/111


LOCATION draa

BORE HOLE No. BH 12

DEPTH 7.5-8m

Date of test 6/2010

Plastic Limit


9 18LiqType Of Test

Container No.



89/111



Date of test 6/2010

Plastic Limit


6 8Liq

LOCATION draa

BORE HOLE No. BH 12

DEPTH 15.00 m



90/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH1

DEPTH

Date of test 6/2010

3-3.5m

LOCATION

BORE HOLE No.

4.5

5


91/111

BORE HOLE No.

Draa

BH2

DEPTH

Date of test 6/2010

4-4.5m

LOCATION

BROJECT SMI-RM

Direct Shear Test

4.5

5


92/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH 3

DEPTH

Date of test 6/2010

1.5-2m

LOCATION

BORE HOLE No.

4.5

5


93/111

BORE HOLE No.

Draa

BH 4

DEPTH

Date of test 6/2010

3.5-4m

LOCATION

BROJECT SMI-RM

Direct Shear Test

4.5

5


94/111

BORE HOLE No.

Draa

BH 5

DEPTH

Date of test 6/2010

4.5-5m

LOCATION

BROJECT SMI-RM

Direct Shear Test

4.5

5


95/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH 5

DEPTH

Date of test 6/2010

13.5-14m

LOCATION

BORE HOLE No.

4.5

5


96/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH 6

DEPTH

Date of test 6/2010

7.5-8m

LOCATION

BORE HOLE No.

4.5

5


97/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH7

DEPTH

Date of test 6/2010

1-1.5m

LOCATION

BORE HOLE No.

4.5

5


98/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH 8

DEPTH

Date of test 6/2010

4-5m

LOCATION

BORE HOLE No.

4.5

5


99/111

BORE HOLE No.

Draa

BH9

DEPTH

Date of test 6/2010

3.5-4m

LOCATION

BROJECT SMI-RM

Direct Shear Test

4.5

5


100/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH10

DEPTH

Date of test 6/2010

5-5.5m

LOCATION

BORE HOLE No.

4.5

5


101/111

BROJECT SMI-RM

Direct Shear Test

Draa

BH12

DEPTH

Date of test 6/2010

15.00 m

LOCATION

BORE HOLE No.

4.5

5


102/111

SMI- RM

BORING No B1 dept

E.Kg/Cm2 273 C

0.900e%

0.500

0.600

0.700

.


103/111

SMI- RM

BORING No Bh2 dept

E.Kg/Cm2 436 C

0.900e%

0.500

0.600

0.700

.


104/111

SMI- RM

BORING No B3 dept

E.Kg/Cm2 354 C

0.900e%

0.500

0.600

0.700

.


105/111

SMI- RM

BORING No B5 deptE.Kg/Cm2 188 C

e%

0.800

1.000

.

S


106/111

SMI- RM

BORING No B6 dept

E.Kg/Cm2 233 C

0.900e%

0.500

0.600

0.700

.


107/111

SMI- RM

BORING No Bh7 depth 1-E.Kg/Cm2 300 Cc 0.

0.600

0.700

0.800

0.900


108/111

Borehole Points

coordinate

(X Y Z f th 12 b h l )


109/111

P o i n t X Y Z

1 -238806.153 -60485.349 608

2 -238722.413 -60492.92 608

3 -238663.528 -60454.31 608

4 -238571.471 -60434.445 608

5 -238770.636 -60527.434 608

6 -238646.634 -60499.111 608

(X,Y,Z for the12 boreholes)


110/111

The site plan


111/111

111 of 111

smi-2 soil inv

Documents