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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

None of these
total stress only
effective stress only
both effective stress and total stress

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
neglects the effect of forces acting on the sides of the slices
assumes the slip surface as an arc of a circle
All of these

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

normally consolidated clay
under-consolidated clay
over-consolidated clay with a low over-consolidation ratio
over-consolidated ciay with a high over-consolidation ratio

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Soil Mechanics and Foundation
Water content of soil can

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

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

permeability
both compressibility and permeability
compressibility
None of these

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Soil Mechanics and Foundation
Residual soils are formed by

water
wind
None of these
glaciers

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