UNIVERSITY OF DUHOK RECORD OF TESTS RESULTS PROJECT: Garden City Housing (1st.

Stage)
COLLEGE OF ENGINEERING LOCATION: Tanahi/ Duhok City
ENGINEERING CONSULTING BUREAU BORE HOLE NO.: 2
SHEET NO.: 1-2

Value S.P.T 'N'

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Gravity 'Gs' Specific

Unified Symbol

Unit Weight

(kN/m2) Compressive
Strength qu Unconfined
Particle Size
Depth

R.Q.D %
Distribution Description
of Index
Samples and of Shear Strength Consolidation Test Chemical Tests
Sampling Properties
Hydrometer Soil Parameters
(m)

CaCO3
Analysis

(kN/m3)

(m2/kN) Cc
(m2/kN) Cs
(kN/m2) Pc
(m2/year)Cv

PH-

Cl-1
ORG. %
mv (m2/kN)

SO3 %

% Gypsum
T.S.S
-2
(cm/sec)
ω LL PI

eo
Number Drained Undrained

%
value
% %
Gravel %
%

%
Clay %

%
Sand %

Silt %
From
Type

Wet

Dry
cu φu
To

c' φ
'
(kPa) (kPa)
Field

Lab.

1 100 D 0 2.0 22.8 53 27 0 10 55 35 2.70 CH Sandy clay and

0.65
0.14
2.70

0.06
----
8.0

50
silt mixture.

-4

-8
17.21
20.94

0.66 x 10
2 101 U 2.0 2.5 21.7 51 27 0 8 54 38 2.70 76 38 0

0.77x 10
CH Sandy clay and

0.539

0.371
0.073
0.045
silt mixture.

3 102 S.S 2.5 3.0 0 12 54 34 12 CH Sandy clay and

silt mixture.

4 103 D 3.0 5.0 22.2 51 27 0 10 50 40 2.72 CH Sandy clay and

0.02
0.03
0.07
7.36
----

----
17
silt mixture.

-4

-8
0.44 x10

0.10 x10
5 104 U 5.0 5.5 20.1 56 28 0 8 55 37 2.72 CH Sandy clay and 92 46 0
21.22

17.67

0.510

0.581
0.100
0.050
silt mixture.

6 105 S.S 5.5 6.0 0 10 44 46 32 CH Sandy clay and

silt mixture.

7 106 D 6.0 8.0 19.1 59 32 0 13 43 44 2.73 CH Sandy silt and

clay mixture.
UNIVERSITY OF DUHOK RECORD OF TESTS RESULTS PROJECT: Garden City Housing (1st. Stage)
COLLEGE OF ENGINEERING LOCATION: Tanahi/ Duhok City
ENGINEERING CONSULTING BUREAU BORE HOLE NO.: 2
SHEET NO.: 2-2

Value S.P.T 'N'

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Gravity 'Gs' Specific

Unified Symbol

Unit Weight

(kN/m2) Compressive
Strength qu Unconfined
Particle Size
Depth

R.Q.D %
Distribution Description
of Index
Samples and of Shear Strength Consolidation Test Chemical Tests
Sampling Properties
Hydrometer Soil Parameters
(m)

CaCO3
Analysis

(kN/m3)

(m2/kN) Cc
(m2/kN) Cs
(kN/m2) Pc
(m2/year)Cv

PH-

Cl-1
ORG. %
mv (m2/kN)

% Gypsum
T.S.S
-2
(cm/sec)
ω LL PI

eo

3
Number Drained Undrained

SO

%
value
% %
Gravel %

%
Clay %

%
Sand %

Silt %
From
Type

Wet

Dry
cu φu
To

c' φ
'
(kPa) (kPa)
Field

Lab.

x10 0.39

x10 0.28
21.60

17.85

0.500

2.326
0.070
0.041
-4

-8
8 107 U 8.0 8.5 21.0 60 35 0 8 45 47 2.73 CH Sandy silt and 136 68 0
clay mixture.
9 108 S.S 8.5 9.0 0 12 43 45 36 CH Sandy silt and
clay mixture.

10 109 D 9.0 11.0 16.4 62 34 0 6 50 44 2.73 CH Sandy clay and

silt mixture.

-4

-8
1.6 x10

1.17x 0
21.20

17.96

0.491

2.311
0.140
0.050
11 110 U 11.0 11.5 18 57 31 0 10 48 42 2.73 CH Sandy clay and 168 84 0
silt mixture.
12 111 S.S 11.5 12.0 0 14 46 40 >50 CH Sandy clay and
silt mixture.

No water table is encountered at the time of boring and sampling (12/2/2007).