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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

12 months
24 months
3 months
6 months

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

1.0 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and zero
zero and zero
0.5 kg/cm² and 0.5 kg/cm²

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plastic limit
shrinkage limit
plasticity index
liquid limit

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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
plane and smooth
vertical and smooth
plane and rough

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Soil Mechanics and Foundation
Coefficient of permeability of soil

None of these
does not depend upon temperature
increases with the decrease in temperature
increases with the increase in temperature

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