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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
The angle that Coulomb’s failure envelope makes with the horizontal is called

None of these
angle of internal friction
angle of repose
cohesion

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

sand
clay
gravel
silt

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

horizontal plane only
vertical plane only
all planes except horizontal and vertical planes
both horizontal and vertical planes

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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°
17°
12°

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Soil Mechanics and Foundation
A fully saturated soil is said to be

three phase system
two phase system with soil and water
one phase system
two phase system with soil and air

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