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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S > 0
0 < S < 100
S < 0
0 ≤ S ≤ 100

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take values between 0 and 1 only
take any value greater than zero
never be greater than unity
be zero

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Soil Mechanics and Foundation
Coefficient of permeability of soil

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

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
remains unchanged
increases
decreases

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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

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

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

zero
1
non-plastic (NP)
negative

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