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Soil Mechanics and Foundation

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

plastic limit
liquid limit
shrinkage limit
plasticity index

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
directly proportional to the voids ratio
inversely proportional to the compression index
None of these

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
semi-solid state
plastic state
solid state

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and wet of OMC
wet of OMC and dry of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and wet of OMC

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Soil Mechanics and Foundation
Residual soils are formed by

wind
glaciers
water
None of these

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