1 2 3 4 5 6 7 8 9 10 11 12 13

Symbol Unified Classification

Particle Size
Depth of
Samples Index Properties Distribution and Unit Weight Shear strength parameters Consolidation test Chemical Tests
Samples (m)

Description of soil
Hydrometer Analysis (KN/m3)
Number Unconfined Drained Undrained
SPT Compressive

Cv (m2/year)
mv (m2/KN)
Gs “N” Strength Test

Gypsum %
k (cm/sec)
Gravel %

T.S.S. %

CaCo3 %
pc (KN/m2)
Sand %

Clay %

cc (KN/m2)
cs (KN/m2)

Org. %
Silt %

So3 %
ω LL PI value qu
From

c’ φ' cu φu
Type

PH
To
Field

eo
Lab.

% % % Wet Dry (KN/m2) KN/m deg KN/m deg

2 2
. .

SILTY CLAY
1 1001 D 0 3 13 34 25 6 15 58 21 2.67 ML +SAND+
ROCK MATERILS

2.5x10-7
2x10-4

0.179

0.105

0.095

------
------
0.74

0.03

0.21

-----
2.3
2 1002 U 3 3.5 18.6 16.5 162 81 0

---
3 1003 SS 3.5 4 68
SILTY SAND
+CLAY+
4 1004 D 4 7 16 34 23 4 18 64 14 2.68 ML
ROCK MATERILS
AND LIMESTONE

1.8x10-4

3.0x10-7
0.1123

-------
-------
0.203

0.032

0.255

------
0.68

0.12

1.9
5 1005 U 7 7.5 18.8 16.2 172 86 0

---
6 1006 SS 7.5 8 >50
SILTY CLAY
7 1007 D 8 11 14 40 25 9 15 56 20 2.66 ML +SAND +
ROCK MATERILS

1.68x10-4

1.0x10-7

-------
-------
0.211

0.031

0.095
0. 11

------
0.73

0.27
1.9
8 1008 U 11 11.5 172 86 -

---
9 1009 SS 11.5 12 >50

UVERSITY OF DOHUK RECORDS OF THE TESTS RESULTS PROJECT: CEYSA-ONAK RESIDENTIAL PRO. SHEET No. 1
COLLEGE OF ENGINEERING BOREHOLE No.1
UVERSITY OF DOHUK RECORDS OF THE TESTS RESULTS PROJECT: CEYSA-ONAK RESIDENTIAL PRO. SHEET No
2
COLLEGE OF ENGINEERING BOREHOLE No.1
1 2 3 4 5 6 7 8 9 10 11 12 13

Symbol Unified Classification

Particle Size
Depth of
Samples Index Properties Distribution and Unit Weight Shear strength parameters Consolidation test Chemical Tests
Samples (m)

Description of soil
Hydrometer Analysis (KN/m3)
Number Unconfined Drained Undrained
SPT Compressive

Cv (m2/year)
mv (m2/KN)
Gs “N” Strength Test

Gypsum %
k (cm/sec)
Gravel %

T.S.S. %

CaCo3 %
pc (KN/m2)
Sand %

Clay %

cc (KN/m2)
cs (KN/m2)

Org. %
Silt %

So3 %
ω LL PI value qu c’ φ' cu φu
From
Type

PH
To
Field

eo
Lab.

% % % Wet Dry (KN/m2) KN/m deg KN/m deg

2 2
. .

SILTY CLAY
1 1010 D 12 15 15 50 34 4 18 47 31 2.68 MH +SAND +
ROCK MATERILS

3.2x10-7
2x10-4

-------
-------
0.213

0.149
0.043

------
0.54

0.12
0.21
1.98
2 1011 U 15 15.5 18.8 16.4 160 80 0

---
3 1012 SS 15.5 16 >50
SILTY CLAY
4 1013 D 16 19 16 56 48 3 15 46 36 2.7 MH +SAND +
ROCK MATERILS

1.9x10-4

2.2x10-7
0. 156

-------
-------
0.198

0.044

------
0.62

0.12
0.25
1.76
5 1014 U 19 19.5 18.9 16.3 162 81 0

---
6 1015 SS 19.5 20 >50
 1 2 3 4 5 6 7 8 9 10 11 12 13
UVERSITY OF DOHUK RECORDS OF THE TESTS RESULTS PROJECT: CEYSA-ONAK RESIDENTIAL PRO. SHEET No.
1
COLLEGE OF ENGINEERING BOREHOLE No.2

1 2 3 4 5 6 7 8 9 10 11 12 13

Symbol Unified Classification

Particle Size
Depth of
Samples Index Properties Distribution and Shear strength parameters Consolidation test Chemical Tests
Samples (m) Unit Weight

Description of soil
Hydrometer Analysis
(KN/m3) Unconfined
Number SPT Compressive Drained Undrained

Cv (m2/year)
mv (m2/KN)
Gs “N” Strength Test

Gypsum %
k (cm/sec)
Gravel %

T.S.S. %

CaCo3 %
pc (KN/m2)
Sand %

Clay %

cc (KN/m2)
cs (KN/m2)

Org. %
Silt %

So3 %
ω LL PI value qu
From
Type

PH
c’ φ' cu φu
To

eo
% % % (KN/m2)
Field

Lab.

Wet Dry KN/m deg KN/m deg

2 2
. .

SILTEY CLAY
1 2001 D 0 3 19 37 16 4 18 70 8 2.65 ML +SAND+
ROCK MATERILS

2.3x10-4

2.5x10-7
0.1111
0.155

0.032

0.091

------
------
0.88

0.24

-----
2.6
2 2002 U 3 3.5 18 16.1 158 - - 79 -

---
3 2003 SS 3.5 4 43
SILTEY CLAY
+SAND+
4 2004 D 4 7 15 40 20 3 17 67 13 2.68 ML
ROCK MATERILS

1.6x10-4

3.0x10-7

-------
-------
0.124
0,035

0.098
0.207

------
0.81

0.21

2.1
5 2005 U 7 7.5 18.8 17.2 165 83 0

---
6 2006 SS 7.5 8 53

SILTEY CLAY +
7 2007 D 8 11 16 41 22 1 14 64 21 2.66 ML
MATERIALS

1.49x10-4

1.0x10-7
0. 109

-------
-------
0.197

0.031

0.087

------
0.73

0.23
1.98
8 2008 U 11 11.5 18.6 16.7 171 86 0

---
9 2009 SS 11.5 12 48
 1 2 3 4 5 6 7 8 9 10 11 12 13

1 2 3 4 5 6 7 8 9 10 11 12 13

Symbol Unified Classification

Particle Size
Depth of
Samples Index Properties Distribution and Unit Weight Shear strength parameters Consolidation test Chemical Tests
Samples (m)

Description of soil
Hydrometer Analysis (KN/m3)
Number Unconfined Drained Undrained
SPT Compressive

Cv (m2/year)
mv (m2/KN)
Gs “N” Strength Test

Gypsum %
k (cm/sec)
Gravel %

T.S.S. %

CaCo3 %
pc (KN/m2)
Sand %

Clay %

cc (KN/m2)
cs (KN/m2)

Org. %
Silt %

So3 %
ω LL PI value qu c’ φ' cu φu
From
Type

PH
To
Field

eo
Lab.

% % % Wet Dry (KN/m2) KN/m deg KN/m deg

2 2
. .

SILTEY CLAY
1 2010 D 12 15 17 47 21 4 14 54 28 2.68 ML +SAND+
ROCK MATERILS

2.2x10-4

3.2x10-7

-------
-------
0.198

------
0.68

0.57

0.15

183
0.2
2 2011 U 15 15.5 17.5 15.2 168 84 0

---
3 2012 SS 15.5 16 >50
SILTEY CLAY +
4 2013 D 16 19 16 49 27 6 11 49 34 2.68 ML ROCK MATERILS

1.76x10-4

2.2x10-7

-------
-------
0.169

------
0.71

0.48

0.11
0.22
1.79
5 2014 U 19 19.5 18.1 15.6 160 80 0

---
6 2015 SS 19.5 20 >50

UVERSITY OF DOHUK RECORDS OF THE TESTS RESULTS PROJECT: CEYSA-ONAK RESIDENTIAL PRO. SHEET No.2
COLLEGE OF ENGINEERING BOREHOLE No.2
UVERSITY OF DOHUK RECORDS OF THE TESTS RESULTS PROJECT: CEYSA-ONAK RESIDENTIAL PRO. SHEET No.
1
COLLEGE OF ENGINEERING BOREHOLE No.3

1 2 3 4 5 6 7 8 9 10 11 12 13

Symbol Unified Classification

Particle Size
Depth of
Samples Index Properties Distribution and Unit Weight Shear strength parameters Consolidation test Chemical Tests
Samples (m)

Description of soil
Hydrometer Analysis (KN/m3)
Number Unconfined Drained Undrained
SPT Compressive

Cv (m2/year)
mv (m2/KN)
Gs “N” Strength Test

Gypsum %
k (cm/sec)
Gravel %

T.S.S. %

CaCo3 %
pc (KN/m2)
Sand %

Clay %

cc (KN/m2)
cs (KN/m2)

Org. %
Silt %

So3 %
ω LL PI value qu c’ φ' cu φu
From
Type

PH
To
Field

eo
Lab.

% % % Wet Dry (KN/m2) KN/m deg KN/m deg

2 2
. .

CLAYEY SANDY
1 3001 D 0 3 19 33 16 5 17 61 17 2.65 ML SILT +
ROCK MATERILS

1.99X10-4

2x10-7
0.204

0.203
0.058

0.098

------
------
------
0.75

----

2.2
2.8
2 3002 U 3 3.5 18 15.1 158 79 0

3 3003 SS 3.5 4 37
CLAYEY SILT +
4 3004 D 4 7 18 42 18 4 22 55 19 2.67 ML ROCK MATERILS

2.3x10-4

2.4x10-7
0.2205

-------
-------
0.222

0.063

0.108
0.209

------
0.83

2.1
5 3005 U 7 7.5 18.4 15.6 167 84 0

---
6 3006 SS 7.5 8 67

CLAYEY SANDY
7 3007 D 8 11 19 39 16 2 14 52 32 2.66 ML SILT +
MATERIALS

2.1x10-7
0.2065
2x10-4

0.209

0.059

0.198

------
------
0.85

0.12

1.87
-----
8 3008 U 11 11.5 18.6 15.6 170 85 0

---
9 3009 SS 11.5 12 >50
 1 2 3 4 5 6 7 8 9 10 11 12 13

UVERSITY OF DOHUK RECORDS OF THE TESTS RESULTS PROJECT: CEYSA-ONAK RESIDENTIAL PRO. SHEET No.
2
COLLEGE OF ENGINEERING BOREHOLE No.3

1 2 3 4 5 6 7 8 9 10 11 12 13

Symbol Unified Classification

Particle Size
Depth of
Samples Index Properties Distribution and Unit Weight Shear strength parameters Consolidation test Chemical Tests
Samples (m)

Description of soil
Hydrometer Analysis (KN/m3)
Number Unconfined Drained Undrained
SPT Compressive

Cv (m2/year)
mv (m2/KN)
Gs “N” Strength Test

Gypsum %
k (cm/sec)
Gravel %

T.S.S. %

CaCo3 %
pc (KN/m2)
Sand %

Clay %

cc (KN/m2)
cs (KN/m2)

Org. %
Silt %

So3 %
ω LL PI value qu c’ φ' cu φu
From
Type

PH
To
Field

eo
Lab.

% % % Wet Dry (KN/m2) KN/m deg KN/m deg

2 2
. .

CLAYEY SANDY
SILT +
10 3010 D 12 14.5 15 45 20 5 13 49 33 2.69 ML
ROCK MATERILS

Specimen has not

been taken due to
Rocks

11 3011 SS 14.5 15 >50

Specimen has not

been taken due to
Rocks