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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

air entrained soil
partially saturated soil
dehydrated soil
dry soil

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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

10°
7°
17°
12°

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 25%
increases by 50%
increases by 33.3%

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Soil Mechanics and Foundation
Sand particles are made of

illite
montmorillonite
rock minerals
kaolinite

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated undrained test
undrained test
consolidated drained test
drained test

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 33.3%
decreases by 33.3%
increases by 50%
increases by 25%

ANSWER DOWNLOAD EXAMIANS APP
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