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Soil Mechanics and Foundation Engineering problems
1. The effective size of particles of soil is denoted by
Options
A. D
10
B. D
20
C. D
30
D. D
60
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Correct Answer: D
10
2. The coefficient of compressibility of soil, is the ratio of
Options
A. stress to strain
B. strain to stress
C. stress to settlement
D. rate of loading to that of settlement.
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Correct Answer: strain to stress
3. If the failure of a finite slope occurs through the toe, it is known as
Options
A. slope failure
B. face failure
C. base failure
D. toe failure.
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Correct Answer: toe failure.
4. The fluid generally used for grouting is
Options
A. cement and water mix
B. clay suspension
C. sodium silicate
D. bitumen emulsion
E. all the above.
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Correct Answer: all the above.
5. The water content of soil is defined as the ratio of
Options
A. volume of water to volume of given soil
B. volume of water to volume of voids in soil
C. weight of water to weight of air in voids
D. weight of water to weight of solids of given mass of soil.
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Correct Answer: weight of water to weight of solids of given mass of soil.
6. Pick up the clay soil group which does not swell when wet from the following :
Options
A. Kaolinite group
B. Mite group
C. Vermiculite group
D. Montrorillonite group.
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Correct Answer: Mite group
7. If
N
f
, N
d
and
H
are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where
K
is a constant)
Options
A.
B.
C.
D.
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Correct Answer:
8. Factor of safety against sliding of a slope, is the ratio of
Options
A. actual cohesion to that required to maintain stability of slope
B. shear strength to shear stress along the surface
C. neither (a) nor (b)
D. both (a) and (b).
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Correct Answer: both (a) and (b).
9. The internal molecular attraction of a soil, the cohesion
Options
A. decreases as the moisture content increases
B. increases as the moisture content decreases
C. is more in well compacted clays
D. depends upon the external applied load.
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Correct Answer: is more in well compacted clays
10. The lateral earth pressure on a retaining wall
Options
A. is equal to mass of the soil retained
B. proportional to the depth of the soil
C. proportional to the square of the depth of the soil
D. proportional to the internal friction of the soil
E. none of these.
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Correct Answer: proportional to the internal friction of the soil
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