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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
7
PI>27
0 < PI < 7

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

assumes the slip surface as an arc of a circle
is more conservative
neglects the effect of forces acting on the sides of the slices
All of these

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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°
7°
10°

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.5
1.0 and 0.0
0.0 and 1.0
0.5 and 1.0

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

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

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

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