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Soil Mechanics and Foundation

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
1.5m
3m

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

more at edges compared to middle
None of these
uniform throughout
less at edges compared to middle

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.4
1
0.8
0.6

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
S > 0
S < 0
0 < S < 100

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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

9
6
16
3

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

inversely proportional to the compression index
None of these
directly proportional to the compression index
directly proportional to the voids ratio

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