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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

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

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

less than specific gravity of soil
independent of specific gravity of soil
equal to specific gravity of soil
greater than specific gravity of soil

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of small magnitude
different shear strengths of small magnitude
different shear strengths of large magnitude
same shear strength of large magnitude

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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Soil Mechanics and Foundation
Coefficient of permeability of soil

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

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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
-2
2
-0.5

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