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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

plane and rough
plane and smooth
vertical and rough
vertical and smooth

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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

7°
10°
12°
17°

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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
Time factor for a clay layer is

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

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Temperature, meniscus and dispersing agent corrections
Dispersing agent correction
Temperature correction
Meniscus correction

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

All of these
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

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