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Soil Mechanics and Foundation

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

036
0.028
0.28
0.036

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
10 mm
40 mm
20 mm

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

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

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

167 mm
15 mm
30 mm
50 mm

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil
greater than specific gravity of soil

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