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Soil Mechanics and Foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

18.6 kN/m3
20.0 kN/m3
22.0 kN/m3
23.2 kN/m3

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.8
0.6
1
0.4

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

None of these
effective size
coefficient of curvature
uniformity coefficient

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm
50 mm
167 mm
30 mm

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension
All of these
the method of taking observations
the principle of test

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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

Repose line
All listed here
Natural slope line
The φ line

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