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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and smooth
vertical and smooth
vertical and rough
plane and rough

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.6
0.8
1
0.4

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

1.2
0.95
0.6
0.4

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

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

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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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