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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plastic limit
shrinkage limit
plasticity index
liquid limit

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

plastic state
solid state
semi-solid state
liquid state

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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

15 mm
167 mm
30 mm
50 mm

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

All listed here
The φ line
Repose line
Natural slope line

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

40%
50%
20%
30%

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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
remains constant at all liquid limits
decreases with increase in liquid limit

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