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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

cohesion
angle of internal friction
None of these
angle of repose

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Soil Mechanics and Foundation
Residual soils are formed by

wind
glaciers
None of these
water

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.0
1.0 and 0.5
0.0 and 1.0
0.5 and 1.0

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Water and soil particles are incompressible
Deformation of the soil, is entirely due to change in volume
Soil is homogeneous and fully saturated
All listed here

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

horizontal plane only
vertical plane only
both horizontal and vertical planes
all planes except horizontal and vertical planes

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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
liquid state
semi-solid state
plastic state

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