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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

036
0.036
0.28
0.028

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

1.0 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and zero
zero and zero

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

fine sand
silt
clay
coarse sand

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

The φ line
Repose line
All listed here
Natural slope line

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
uniformity coefficient
effective size
coefficient of curvature

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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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