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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

0.5 and 1.0
1.0 and 0.5
0.0 and 1.0
1.0 and 0.0

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

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

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
PI>27
7
0 < PI < 7

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with depth
effective stress with time
effective stress with depth
pore water pressure with time

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

consistency index to liquidity index
plasticity index to flow index
plasticity index to consistency index
liquidity index to flow index

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

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

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