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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

both effective stress and total stress
effective stress only
None of these
total stress only

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Soil Mechanics and Foundation
Time factor for a clay layer is

independent of thickness of clay layer
inversely proportional to drainage path
directly proportional to permeability of soil
a dimensional parameter

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

falling head method
horizontal permeability test
None of these
constant head method

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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

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
drained test
undrained test
consolidated drained test

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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