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Soil Mechanics and Foundation

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

0.6
1.2
0.4
0.95

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

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
uniformity coefficient
coefficient of curvature
effective size

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

6 months
24 months
3 months
12 months

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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

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

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

9
16
3
6

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