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Soil Mechanics and Foundation

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

0.028
0.28
036
0.036

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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
Shear strength of a soil is a unique function of

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

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

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

uniform throughout
more at edges compared to middle
less at edges compared to middle
None of these

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Soil Mechanics and Foundation
Coefficient of permeability of soil

does not depend upon temperature
increases with the decrease in temperature
increases with the increase in temperature
None of these

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