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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

90°
45°
0°
22.5°

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.5m
1.0m
3m
2.0m

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

3
16
9
6

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

40%
50%
30%
20%

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.036
036
0.028
0.28

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

permeability
both compressibility and permeability
None of these
compressibility

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