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Soil Mechanics and Foundation

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

0.4
0.6
0.95
1.2

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Soil Mechanics and Foundation
Time factor for a clay layer is

directly proportional to permeability of soil
independent of thickness of clay layer
inversely proportional to drainage path
a dimensional parameter

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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
decreases with increase in liquid limit
increases with increase in liquid limit

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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
Effective stress is

All of these
important because it is a function of engineering properties of soil
the stress at particles contact
a physical parameter that can be measured

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Soil Mechanics and Foundation
Water content of soil can

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

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