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Soil Mechanics and Foundation

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 0.5
0.0 and 1.0
1.0 and 0.0
0.5 and 1.0

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
clayey silt
sand
clay

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

angle of internal friction
None of these
cohesion
angle of repose

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

between 750 mm and 1 m
between 300 mm and 750 mm
less than 300 mm
greater than 1 m

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
directly proportional to the voids ratio
None of these
inversely proportional to the compression index

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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

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

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