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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

be less than 0 %
take values only from 0 % to 100 %
never be greater than 100 %
be greater than 100 %

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
constant head method
falling head method
both the above

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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
less at edges compared to middle
uniform throughout

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

None of these
both (A) and (B)
only in fixed ring type consolido-meter
only in floating ring type consolido-meter

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the principle of test
All of these
the method of preparation of soil suspension
the method of taking observations

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

6 months
12 months
3 months
24 months

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