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Soil Mechanics and Foundation

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

silt
coarse sand
fine sand
clay

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or gi eater than 1
always less than 1
equal to or less than 1
always equal to 1

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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 compression index
None of these
directly proportional to the voids ratio

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and 0.5 kg/cm²
zero and zero
1.0 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and zero

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

12 months
6 months
24 months
3 months

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