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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

porosity
air content
percentage air voids
voids ratio

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

cohesion
None of these
angle of repose
angle of internal friction

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
30 mm
50 mm
167 mm

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Soil Mechanics and Foundation
A fully saturated soil is said to be

two phase system with soil and water
three phase system
two phase system with soil and air
one phase system

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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

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

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and water
two phase system with soil and air
three phase system
one phase system

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