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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
S > 0
0 < S < 100
0 ≤ S ≤ 100

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.6
1.2
0.95
0.4

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

air content
percentage air voids
porosity
voids ratio

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.036
0.28
036

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
coarse sand
fine sand
silt

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit

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