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Soil Mechanics and Foundation

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

0.28
036
0.028
0.036

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

ultimate bearing capacity of soil only
allowable settlement only
none of above
both allowable settlement and ultimate bearing capacity

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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

1.0m
2.0m
3m
1.5m

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

effective size
coefficient of curvature
uniformity coefficient
None of these

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

0 < PI < 7
17
PI>27
7

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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

45°
0°
22.5°
90°

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