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Soil Mechanics and Foundation

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

electroosmosis method
vacuum method
well ppint system
deep well system

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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

50%
20%
30%
40%

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Soil Mechanics and Foundation
A pycnometer is used to determine

voids ratio and dry density
water content and specific gravity
water content and voids ratio
specific gravity and dry density

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

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

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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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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