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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
1.0 and 0.5
1.0 and 0.0
0.0 and 1.0

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
semi-solid state
solid state
plastic state

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

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

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

sand
gravel
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

7°
17°
10°
12°

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

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

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