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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

air content
percentage air voids
voids ratio
porosity

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

90°
135°
225°
45°

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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

30%
40%
20%
50%

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
22.5°
0°
90°

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

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

0.036
0.28
036
0.028

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