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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

None of these
cohesion
angle of internal friction
angle of repose

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

3
9
6
16

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Repose line
All listed here
The φ line
Natural slope line

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil
air entrained soil
dehydrated soil
partially saturated soil

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

clay
silt
coarse sand
fine sand

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