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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

1.5m
2.0m
1.0m
3m

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil
dehydrated soil
partially saturated soil
air entrained soil

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

both compressibility and permeability
permeability
None of these
compressibility

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
vertical and smooth
plane and smooth
plane and rough

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

be zero
take values between 0 and 1 only
never be greater than unity
take any value greater than zero

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

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

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