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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

air content
porosity
voids ratio
percentage air voids

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.0
1.0 and 0.5
0.0 and 1.0
0.5 and 1.0

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

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

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.425 mm to 0.075 mm
2.00 mm to 0.425 mm
0.075 mm to 0.002 mm
4.75 mm to 2.00 mm

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

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

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
inversely proportional to the compression index
directly proportional to the voids ratio
None of these

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MORE MCQ ON Soil Mechanics and Foundation

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