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Soil Mechanics and Foundation

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

well ppint system
electroosmosis method
deep well system
vacuum method

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit
increases with increase in liquid limit
remains constant at all liquid limits
first increases and then decreases with increase in liquid limit

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.075 mm to 0.002 mm
2.00 mm to 0.425 mm
0.425 mm to 0.075 mm
4.75 mm to 2.00 mm

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

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

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

viscosity only
None of these
both viscosity and unit weight
unit weight only

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

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

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