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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
fine sand
clay
silt

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

clay
gravel
sand
silt

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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
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 25%
increases by 33.3%
increases by 50%

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

electroosmosis method
well ppint system
vacuum method
deep well system

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Deformation of the soil, is entirely due to change in volume
All listed here
Soil is homogeneous and fully saturated
Water and soil particles are incompressible

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