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Soil Mechanics and Foundation

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

30%
40%
50%
20%

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Soil Mechanics and Foundation
Effective stress is

All of these
the stress at particles contact
a physical parameter that can be measured
important because it is a function of engineering properties of soil

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much greater than that of clayey soils
None of these
almost equal to that of clayey soils
much less than that of clayey soils

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

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

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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°
7°
12°

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

percentage air voids
porosity
voids ratio
air content

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