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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
clayey silt
clay
silt

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

None of these
compressibility
both compressibility and permeability
permeability

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

well ppint system
deep well system
electroosmosis method
vacuum method

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

None of these
moisture content only
amount of compaction energy only
both moisture content and amount of compaction energy

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

1
43833
3
43832

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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

25 mm
15 mm
between 15 mm and 25 mm
greater than 25 mm

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