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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

air entrained soil
dehydrated soil
dry soil
partially saturated soil

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

1
3
43832
43833

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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

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

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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
take any value greater than zero
be zero

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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

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

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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

20 mm
10 mm
None of these
40 mm

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