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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
3
1
43832

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

plastic state
liquid state
solid state
semi-solid state

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

loess
dune sand
drift
talus

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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

both compressibility and permeability
None of these
permeability
compressibility

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

0 ≤ n ≤ 100
0 < n < 100
n < 0
n > 0

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