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Soil Mechanics and Foundation

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
liquid state
semi-solid state
solid state

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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

20%
40%
30%
50%

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index
plasticity index to consistency index
consistency index to liquidity index
plasticity index to flow index

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

between 15 mm and 25 mm
greater than 25 mm
25 mm
15 mm

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

None of these
uniform throughout
more at edges compared to middle
less at edges compared to middle

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

0 < PI < 7
17
7
PI>27

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