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Soil Mechanics and Foundation

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

semi-solid state
plastic state
solid state
liquid state

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

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

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

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

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

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Soil Mechanics and Foundation
Time factor for a clay layer is

directly proportional to permeability of soil
independent of thickness of clay layer
inversely proportional to drainage path
a dimensional parameter

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

falling head method
None of these
horizontal permeability test
constant head method

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MORE MCQ ON Soil Mechanics and Foundation

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