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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
silt
clayey silt
clay

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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
Shear strength of a soil is a unique function of

effective stress only
None of these
both effective stress and total stress
total stress only

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
increases as the size of particles increases
is limited to a maximum value of 45°
increases as the soil gradation im-proves

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

1.2
0.95
0.6
0.4

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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