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SOIL MECHANICS AND FOUNDATION

Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

1
0.8
0.6
0.4

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Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
be greater than 100 %
never be greater than 100 %
be less than 0 %

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Soil Mechanics and Foundation
Compressibility of sandy soils is

None of these
almost equal to that of clayey soils
much greater than that of clayey soils
much less than that of clayey soils

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Soil Mechanics and Foundation
A fully saturated soil is said to be

one phase system
two phase system with soil and air
two phase system with soil and water
three phase system

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Soil is homogeneous and fully saturated
Deformation of the soil, is entirely due to change in volume
Water and soil particles are incompressible
All listed here

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