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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 internal friction
None of these
angle of repose
cohesion

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

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

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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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

40 mm
10 mm
20 mm
None of these

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
Effective stress is

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

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