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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

deep well system
vacuum method
electroosmosis method
well ppint system

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

135°
225°
90°
45°

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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

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

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude
different shear strengths of large magnitude
same shear strength of large magnitude
same shear strength of small magnitude

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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

3 months
12 months
24 months
6 months

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