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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.28
0.036
036

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

well ppint system
vacuum method
electroosmosis method
deep well system

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

None of these
only in floating ring type consolido-meter
only in fixed ring type consolido-meter
both (A) and (B)

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

amount of compaction energy only
both moisture content and amount of compaction energy
moisture content only
None of these

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.5
1.0 and 0.0
0.5 and 1.0
0.0 and 1.0

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

40%
20%
30%
50%

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