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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
1.0 and 0.0
0.0 and 1.0
0.5 and 1.0

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

0 < n < 100
n > 0
n < 0
0 ≤ n ≤ 100

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

decreases
remains unchanged
increases
first increases and then decreases

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

air content
porosity
percentage air voids
voids ratio

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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
All of these
assumes the slip surface as an arc of a circle

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

unit weight only
None of these
both viscosity and unit weight
viscosity only

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