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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Voids ratio of a soil mass can

take any value greater than zero
take values between 0 and 1 only
be zero
never be greater than unity

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

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Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and smooth
vertical and rough
vertical and smooth
plane and rough

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of taking observations
the principle of test
the method of preparation of soil suspension
All of these

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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

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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MORE MCQ ON Soil Mechanics and Foundation

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