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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

clayey silt
sand
clay
silt

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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

plastic state
liquid state
semi-solid state
solid state

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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

40%
50%
20%
30%

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

effective stress only
both effective stress and total stress
total stress only
None of these

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

16
3
9
6

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

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