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Soil Mechanics and Foundation

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

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

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

0 ≤ n ≤ 100
n < 0
0 < n < 100
n > 0

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
falling head method
both the above
constant head method

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes
horizontal plane only
vertical plane only
both horizontal and vertical planes

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with depth
pore water pressure with depth
effective stress with time
pore water pressure with time

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and dry of OMC
wet of OMC and wet of OMC
dry of OMC and wet of OMC

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