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Soil Mechanics and Foundation Engineering problems
1. If
e
0
,
e
, ?', ?
0
' have their usual meanings, the coefficient of compressibility (
a
c
), is given by
Options
A.
B.
C.
D.
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Discuss
Correct Answer:
2. If the coefficient of the active pressure
K
a
is 1/3, the coefficient of passive pressure
K
p
, is
Options
A. 1/3
B. 2/3
C. 1
D. 3/2
E. 3
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Correct Answer: 3
3. The total active earth pressure due to dry back fill with no surcharge, acts at
H
/3 above the base of the wall and is directly proportional to
Options
A.
H
B.
C.
H
2
D.
H
3
.
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Correct Answer:
H
2
4. The method of the slices is applicable to
Options
A. homogenous soils
B. stratified soils
C. saturated soils
D. non-uniform slopes
E. all the above.
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Correct Answer: homogenous soils
5. The expression
?? is used for
Options
A. dry density
B. bulk density
C. degree of saturation
D. optimum water content.
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Correct Answer: dry density
6. The ratio of the undrained strength in the undrained state to the undrained strength, at the same water content, in the remoulded state, is called the sensivity of the clay. Its value for quick clays is
Options
A. 4
B. 8
C. 12
D. 16
E. 20
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Correct Answer: 20
7. The shearing strength of a cohesion-less soil depends upon
Options
A. dry density
B. rate of loading
C. confining pressure
D. nature of loading.
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Correct Answer: confining pressure
8. The property of a soil which permits water to percolate through it, is called
Options
A. moisture content
B. permeability
C. capillarity
D. none of these.
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Correct Answer: permeability
9. A soil sample of mass specific gravity 1.92, has a moisture content 30%. If the specific gravity of solids is 2.75, the degree of saturation, is
Options
A. 95.4%
B. 95.5%
C. 95.6%
D. 95.7%
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Correct Answer: 95.7%
10. The zero atmospheric pressure is at
Options
A. sea level
B. mean sea level
C. water table
D. phreatic surface
E. both (c) and (d) of the above.
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Correct Answer: both (c) and (d) of the above.
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