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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
1.0 and 0.0
0.5 and 1.0
1.0 and 0.5

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

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

total stress only
effective stress only
both effective stress and total stress
None of these

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

less at edges compared to middle
more at edges compared to middle
uniform throughout
None of these

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Soil Mechanics and Foundation
Coefficient of permeability of soil

does not depend upon temperature
increases with the decrease in temperature
None of these
increases with the increase in temperature

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