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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
fine sand
coarse sand
silt

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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

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

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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

zero
between 0 and 1
greater than 1
1

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

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

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