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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

gravel
clay
silt
sand

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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°
7°
17°
10°

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

more at edges compared to middle
None of these
less at edges compared to middle
uniform throughout

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

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

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S < 0
0 < S < 100
0 ≤ S ≤ 100
S > 0

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
40%
50%
30%

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