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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

under-consolidated clay
over-consolidated clay with a low over-consolidation ratio
over-consolidated ciay with a high over-consolidation ratio
normally consolidated clay

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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
20.0 kN/m3
18.6 kN/m3

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

amount of compaction energy only
both moisture content and amount of compaction energy
None of these
moisture content only

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plastic limit
liquid limit
shrinkage limit
plasticity index

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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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