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Soil Mechanics and Foundation

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

montmorillonite
None of these
kaolinite
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

12°
17°
10°
7°

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

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
decreases with increase in liquid limit
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

less than specific gravity of soil
greater than specific gravity of soil
equal to specific gravity of soil
independent of specific gravity of soil

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

less than 0.0002 mm
greater than 0.2 mm
between 0.2 mm and 0.0002 mm
All of these

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