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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

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

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

90°
22.5°
0°
45°

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

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

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

unit weight only
viscosity only
both viscosity and unit weight
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

plastic state
solid state
semi-solid state
liquid state

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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

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

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