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Soil Mechanics and Foundation

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

silt
clay
clayey silt
sand

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
1.0 and 0.0
0.0 and 1.0
1.0 and 0.5

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and dry of OMC
dry of OMC and wet of OMC
wet of OMC and wet of OMC

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with time
pore water pressure with time
effective stress with depth
pore water pressure with depth

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

30%
50%
20%
40%

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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 50%
increases by 25%
increases by 33.3%

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