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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
well ppint system
vacuum method
electroosmosis method

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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

12 months
24 months
6 months
3 months

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clay
sand
clayey silt
silt

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

pycnometer method
sand bath method
calcium carbide method
oven drying method

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

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

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
0 < PI < 7
7
PI>27

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