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Civil Engineering
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Soil Mechanics and Foundation Engineering
Comments
Question
'Talus' is the soil transported by
Options
A. wind
B. water
C. glacier
D. gravitational force.
Correct Answer
gravitational force.
Soil Mechanics and Foundation Engineering problems
Search Results
1. The length/diameter ratio of cylindrical specimens used in triaxial test, is generally
Options
A. 1
B. 1.5
C. 2
D. 2.5
E. 3
Show Answer
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Discuss
Correct Answer: 2
2. If water content of a soil is 40%,
G
is 2.70 and void ratio is 1.35, the degree of saturation is
Options
A. 70%
B. 75%
C. 80%
D. 85%
E. 90%
Show Answer
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Correct Answer: 80%
3. Chemical weathering of soil is caused due to
Options
A. oxidation
B. carbonation
C. hydration
D. leaching
E. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
4. Compression of soil occurs rapidly if voids are filled with
Options
A. air
B. water
C. partly with air and partly with water
D. none of these.
Show Answer
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Discuss
Correct Answer: air
5. The consolidation time for soils
Options
A. increases with increasing compressibility
B. decreases with increasing permeability
C. increases rapidly with increasing size of soil mass
D. is independent of the magnitude of the stress change.
E. All the above.
Show Answer
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Correct Answer: All the above.
6. The degree of saturation of the soil sample stated in Question No. 11.243, is
Options
A. 54%
B. 64%
C. 74%
D. 84%
Show Answer
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Correct Answer: 84%
7. If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is
Options
A. 25%
B. 40%
C. 60%
D. 75%
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Correct Answer: 75%
8. A direct shear test possesses the following disadvantage:
Options
A. A relatively thin thickness of sample permits quick drainage
B. A relatively thin thickness of sample permits quick dissipation of pore pressure developed during the test
C. As the test progresses the area under shear, gradually changes
D. none of these.
Show Answer
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Correct Answer: As the test progresses the area under shear, gradually changes
9. Tergazhi's theory of one dimensional consolidation assumes
Options
A. soil is homogeneous and fully saturated
B. water and soil particles are incompressible
C. deformation of the soil, is entirely due to change in volume
D. Darcey's law for the velocity of flow of water through soil, is perfectly valid
E. all the above.
Show Answer
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Correct Answer: all the above.
10. Hydrometer readings are corrected for:
Options
A. temperature correction
B. meniscus correction
C. dispersing agent correction
D. meniscus and dispersing agent corrections
E. temperature, meniscus and dispersing agent corrections.
Show Answer
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Correct Answer: temperature, meniscus and dispersing agent corrections.
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