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Soil Mechanics and Foundation

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

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

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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
Voids ratio of a soil mass can

take any value greater than zero
be zero
never be greater than unity
take values between 0 and 1 only

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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 depth
effective stress with time
pore water pressure with time

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
water content and specific gravity
water content and voids ratio
voids ratio and dry density

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
3m
1.5m
2.0m

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