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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
0.28
0.028
0.036

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

moisture content only
amount of compaction energy only
both moisture content and amount of compaction energy
None of these

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

cohesion only
both cohesion and angle of internal friction
angle of internal friction only
both cohesion and angle of internal friction

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Soil Mechanics and Foundation
Time factor for a clay layer is

directly proportional to permeability of soil
independent of thickness of clay layer
inversely proportional to drainage path
a dimensional parameter

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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
20 mm
10 mm
40 mm

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

alcohol method
oven drying method
sand bath method
calcium carbide method

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