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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

greater than 0.2 mm
less than 0.0002 mm
All of these
between 0.2 mm and 0.0002 mm

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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

20%
30%
40%
50%

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

consistency index to liquidity index
plasticity index to flow index
liquidity index to flow index
plasticity index to consistency index

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
greater than specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil

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Soil Mechanics and Foundation
A fully saturated soil is said to be

three phase system
two phase system with soil and water
one phase system
two phase system with soil and air

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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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