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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

porosity
air content
voids ratio
percentage air voids

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

viscosity only
unit weight only
None of these
both viscosity and unit weight

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

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plasticity index
liquid limit
plastic limit
shrinkage limit

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
angle of repose
None of these
cohesion

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