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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
0.5 and 1.0
1.0 and 0.5
0.0 and 1.0

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

40 mm
None of these
20 mm
10 mm

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

increases by 25%
decreases by 33.3%
increases by 33.3%
increases by 50%

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

40%
20%
50%
30%

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 300 mm and 750 mm
between 750 mm and 1 m
greater than 1 m
less than 300 mm

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

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

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