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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

2.0m
1.0m
3m
1.5m

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

inversely proportional to the compression index
directly proportional to the voids ratio
None of these
directly proportional to the compression index

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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

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
consolidated drained test
drained test
undrained test

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

30%
40%
20%
50%

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