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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

clay
silt
clayey silt
sand

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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

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

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

solid state
semi-solid state
plastic state
liquid state

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test
undrained test
consolidated undrained test
drained test

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

loess
talus
dune sand
drift

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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%
20%
50%
40%

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