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Soil Mechanics and Foundation

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

PI>27
0 < PI < 7
17
7

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

None of these
directly proportional to the voids ratio
inversely proportional to the compression index
directly proportional to the compression index

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
fine sand
clay
silt

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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°
12°
17°
7°

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
increases
decreases
remains unchanged

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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%
20%
30%
50%

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