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Soil Mechanics and Foundation

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

angle of repose
angle of internal friction
cohesion
None of these

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Soil Mechanics and Foundation
Time factor for a clay layer is

independent of thickness of clay layer
a dimensional parameter
inversely proportional to drainage path
directly proportional to permeability of soil

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

None of these
both moisture content and amount of compaction energy
moisture content only
amount of compaction energy only

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

None of these
both effective stress and total stress
total stress only
effective stress only

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

20 mm
40 mm
10 mm
None of these

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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
plastic limit
shrinkage limit
liquid limit

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