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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
PI>27
7
0 < PI < 7

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

viscosity only
both viscosity and unit weight
unit weight only
None of these

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
between 0 and 1
zero
1

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

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

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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

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

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