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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

percentage air voids
voids ratio
porosity
air content

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

6
3
9
16

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

plasticity index to consistency index
liquidity index to flow index
plasticity index to flow index
consistency index to liquidity index

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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
moisture content only
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

-2
0.5
-0.5
2

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

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

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