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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

kaolinite
None of these
montmorillonite
illite

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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°
12°
10°
7°

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

vibratory roller
rubber tyred roller
drum roller
sheep’s foot roller

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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
PI>27
7
17

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with depth
pore water pressure with depth
pore water pressure with time
effective stress with time

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

3
16
6
9

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