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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

be greater than 100 %
never be greater than 100 %
be less than 0 %
take values only from 0 % to 100 %

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

effective size
None of these
coefficient of curvature
uniformity coefficient

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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

6
16
9
3

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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

24 months
6 months
3 months
12 months

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

decreases
remains unchanged
first increases and then decreases
increases

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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 depth
effective stress with time
pore water pressure with time

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