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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

greater than 1
between 0 and 1
zero
1

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with time
pore water pressure with depth
effective stress with time
effective stress with depth

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 25%
increases by 33.3%
decreases by 33.3%
increases by 50%

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the principle of test
the method of preparation of soil suspension
All of these
the method of taking observations

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

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

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

30%
40%
50%
20%

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