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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

plasticity index
plastic limit
shrinkage limit
liquid limit

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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

30%
40%
50%
20%

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Soil Mechanics and Foundation
A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of

10°
7°
12°
17°

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

zero and zero
1.0 kg/cm² and 0.5 kg/cm²
0.5 kg/cm² and zero
0.5 kg/cm² and 0.5 kg/cm²

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Soil Mechanics and Foundation
Sand particles are made of

kaolinite
rock minerals
illite
montmorillonite

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

both compressibility and permeability
None of these
permeability
compressibility

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