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Soil Mechanics and Foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

20.0 kN/m3
22.0 kN/m3
23.2 kN/m3
18.6 kN/m3

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

All of these
assumes the slip surface as an arc of a circle
is more conservative
neglects the effect of forces acting on the sides of the slices

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

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

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

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

None of these
compressibility
permeability
both compressibility and permeability

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Soil Mechanics and Foundation
Water content of soil can

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

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