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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

plastic limit
plasticity index
liquid limit
shrinkage limit

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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°
10°
7°
12°

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

None of these
constant head method
falling head method
horizontal permeability test

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of small magnitude
same shear strength of large magnitude
different shear strengths of small magnitude
different shear strengths of large magnitude

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

cohesion only
both cohesion and angle of internal friction
angle of internal friction only
both cohesion and angle of internal friction

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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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