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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

zero
1
between 0 and 1
greater than 1

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Soil Mechanics and Foundation
A fully saturated soil is said to be

two phase system with soil and water
three phase system
two phase system with soil and air
one phase system

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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°
17°
12°
7°

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

dehydrated soil
dry soil
partially saturated soil
air entrained soil

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes
horizontal plane only
vertical plane only
both horizontal and vertical planes

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Soil Mechanics and Foundation
At liquid limit, all soils possess

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

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