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Soil Mechanics and Foundation

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

None of these
angle of internal friction
cohesion
angle of repose

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

None of these
compressibility
both compressibility and permeability
permeability

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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

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

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Soil Mechanics and Foundation
Coefficient of permeability of soil

does not depend upon temperature
increases with the increase in temperature
increases with the decrease in temperature
None of these

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
both cohesion and angle of internal friction
cohesion only
angle of internal friction only

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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