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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.5
1.0 and 0.0
0.5 and 1.0
0.0 and 1.0

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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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
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

both horizontal and vertical planes
horizontal plane only
vertical plane only
all planes except horizontal and vertical planes

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Soil Mechanics and Foundation
Compressibility of sandy soils is

None of these
much less than that of clayey soils
almost equal to that of clayey soils
much greater than that of clayey soils

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

plasticity characteristics
both particle size composition and plasticity characteristics
None of these
particle size composition

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