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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

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

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

1
negative
non-plastic (NP)
zero

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much less than that of clayey soils
None of these
almost equal to that of clayey soils
much greater than that of clayey soils

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Soil Mechanics and Foundation
Effective stress is

All of these
a physical parameter that can be measured
important because it is a function of engineering properties of soil
the stress at particles contact

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

between 15 mm and 25 mm
greater than 25 mm
25 mm
15 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 taking observations
All of these
the principle of test
the method of preparation of soil suspension

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