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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

liquid state
plastic state
semi-solid state
solid state

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

None of these
permeability
compressibility
both compressibility and permeability

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

well ppint system
electroosmosis method
vacuum method
deep well system

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

fine sand
clay
silt
coarse sand

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Soil Mechanics and Foundation
Water content of soil can

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

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
1
43832
3

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