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Soil Mechanics and Foundation

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

effective size
None of these
uniformity coefficient
coefficient of curvature

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

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

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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
Allowable bearing pressure for a foundation depends upon

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

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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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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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