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Soil Mechanics and Foundation

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

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

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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

40%
50%
30%
20%

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-0.5
0.5
-2
2

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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
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
18.6 kN/m3
20.0 kN/m3

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or gi eater than 1
always less than 1
equal to or less than 1
always equal to 1

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