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Soil Mechanics and Foundation

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 0.0
1.0 and 0.5
0.5 and 1.0
0.0 and 1.0

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

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

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

under-consolidated clay
over-consolidated clay with a low over-consolidation ratio
over-consolidated ciay with a high over-consolidation ratio
normally consolidated clay

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

0.28
0.028
0.036
036

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

None of these
both compressibility and permeability
permeability
compressibility

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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