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Soil Mechanics and Foundation

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

None of these
compressibility
both compressibility and permeability
permeability

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
water content and specific gravity
water content and voids ratio
voids ratio and dry density

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

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

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
greater than specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil

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

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take values between 0 and 1 only
take any value greater than zero
be zero
never be greater than unity

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