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

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

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Soil Mechanics and Foundation
The shear strength of a soil

Is directly proportional to the angle of internal friction of the soil
Decreases with decrease in normal stress
Is inversely proportional to the angle of internal friction of the soil
Decreases with increase in normal stress

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