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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

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

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.95
0.6
1.2
0.4

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the size of particles increases
increases as the soil gradation im-proves
is rarely more than 30° for fine grained soil
is limited to a maximum value of 45°

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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

1.0m
2.0m
1.5m
3m

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

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity
take any value greater than zero
be zero
take values between 0 and 1 only

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