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Soil Mechanics and Foundation

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

1.5m
2.0m
1.0m
3m

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

silt
fine sand
clay
coarse sand

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

ultimate bearing capacity of soil only
allowable settlement only
none of above
both allowable settlement and ultimate bearing capacity

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

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

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Soil Mechanics and Foundation
Effective stress is

important because it is a function of engineering properties of soil
a physical parameter that can be measured
All of these
the stress at particles contact

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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°
45°
22.5°
0°

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