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Soil Mechanics and Foundation

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

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

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

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

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plasticity index
plastic limit
liquid limit
shrinkage limit

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

0 < n < 100
n < 0
n > 0
0 ≤ n ≤ 100

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

0 < PI < 7
17
7
PI>27

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