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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

never be greater than 100 %
be less than 0 %
be greater than 100 %
take values only from 0 % to 100 %

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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

90°
0°
45°
22.5°

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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
pore water pressure with time
effective stress with depth

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

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

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Soil Mechanics and Foundation
A fully saturated soil is said to be

two phase system with soil and water
two phase system with soil and air
three phase system
one phase system

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

independent of specific gravity of soil
less than specific gravity of soil
equal to specific gravity of soil
greater than specific gravity of soil

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