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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

both compressibility and permeability
compressibility
permeability
None of these

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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
24 months
6 months
12 months

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
is limited to a maximum value of 45°
increases as the size of particles increases
increases as the soil gradation im-proves

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

None of these
both viscosity and unit weight
unit weight only
viscosity only

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
None of these
falling head method
constant head method

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