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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

90°
135°
225°
45°

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 50%
increases by 25%
increases by 33.3%

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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
All of these
between 0.2 mm and 0.0002 mm
less than 0.0002 mm

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

sand
silt
clay
clayey silt

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

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

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Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
never be greater than 100 %
be greater than 100 %
be less than 0 %

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