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Soil Mechanics and Foundation

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

1.2
0.95
0.4
0.6

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

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

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

both (A) and (B)
None of these
only in fixed ring type consolido-meter
only in floating ring type consolido-meter

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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

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and air
three phase system
two phase system with soil and water
one phase system

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