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Civil Engineering
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Soil Mechanics and Foundation Engineering
Comments
Question
The ratio of the volume of voids to the total volume of the given soil mass, is known
Options
A. porosity
B. specific gravity
C. void ratio
D. water content.
Correct Answer
porosity
Soil Mechanics and Foundation Engineering problems
Search Results
1. A partially saturated soil is classified as
Options
A. one phase soil
B. two phase soil
C. three phase soil
D. four phase soil.
Show Answer
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Discuss
Correct Answer: three phase soil
2. In case of a double line river, contours are
Options
A. stopped at the banks of the river
B. stopped at the edge of the river
C. drawn across the water
D. drawn by parabolic curves having their vertex at the centre of the water.
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Correct Answer: stopped at the edge of the river
3. The radius of a simple circular curve is 300 m and length of its specified chord is 30 m. The degree of the curve is
Options
A. 5.73°
B. 5.37°
C. 3.57°
D. 3.75°.
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Correct Answer: 5.73°
4. Permanent adjustments of a level are
Options
A. 2 in number
B. 3 in number
C. 4 in number
D. 6 in number
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Correct Answer: 2 in number
5. In case of a direct vernier scale
Options
A. graduations increase in opposite direction in which graduations of the main scale increase
B. smallest division is longer than smallest division of the main scale
C. graduations increase in the same direction in which graduations of the main scale increase
D. none of these.
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Correct Answer: graduations increase in the same direction in which graduations of the main scale increase
6. Pick up the correct statement from the following:
Options
A. An unconfined compression test is a special case of triaxial compression test
B. An unconfined compression test is a special case of direct shear test
C. The confining pressure is maximum during an unconfined compression test
D. The cylindrical specimen of a soil is subjected to major principal stress till it fails due to shearing along the plane of the failure.
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Correct Answer: An unconfined compression test is a special case of triaxial compression test
7. The compression index of a soil
Options
A. decreases with an increase in the liquid limit
B. increases with an increase in the liquid limit
C. decreases with an increase in the plastic limit
D. is not related with plastic limit.
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Correct Answer: increases with an increase in the liquid limit
8. If the specific gravity and voids in soil sample are
G
and
e
respectively, the hydraulic gradient
i
, is
Options
A.
B.
C.
D.
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Correct Answer:
9. A fundamental equation of void ratio(
e
), specific gravity (
G
), water content
(?)
and degree of saturation (
S
r
) is
Options
A.
e
=
B.
?
=
C.
G
=
D.
S
r
=
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Correct Answer:
e
=
10. The Westergaard analysis is used for
Options
A. sandy soils
B. cohesive soils
C. stratified soils
D. clayey soils.
Show Answer
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Correct Answer: stratified soils
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