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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.036
0.28
036
0.028

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

both compressibility and permeability
permeability
None of these
compressibility

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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

1
between 0 and 1
greater than 1
zero

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the decrease in temperature
increases with the increase in temperature
does not depend upon temperature
None of these

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

uniform throughout
None of these
more at edges compared to middle
less at edges compared to middle

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

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