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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
clay
silt
clayey silt

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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
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil
greater than specific gravity of soil

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

None of these
inversely proportional to the compression index
directly proportional to the compression index
directly proportional to the voids ratio

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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
The φ line
All listed here
Natural slope line

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
plane and smooth
vertical and smooth
plane and rough

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