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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

17
PI>27
0 < PI < 7
7

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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
30 mm
167 mm
50 mm

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

plasticity characteristics
both particle size composition and plasticity characteristics
None of these
particle size composition

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

90°
22.5°
45°
0°

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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

17°
7°
12°
10°

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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