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Soil Mechanics and Foundation

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

semi-solid state
solid state
liquid state
plastic state

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity
take values between 0 and 1 only
take any value greater than zero
be zero

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
CH
MH
SL

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of repose
None of these
cohesion
angle of internal friction

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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
The slope of isochrone at any point at a given time indicates the rate of change of

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

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