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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

between 0.2 mm and 0.0002 mm
All of these
greater than 0.2 mm
less than 0.0002 mm

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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°
10°
17°
7°

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

both compressibility and permeability
permeability
compressibility
None of these

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of repose
None of these
angle of internal friction
cohesion

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and 0.5 kg/cm²
zero and zero
0.5 kg/cm² and zero
1.0 kg/cm² and 0.5 kg/cm²

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Soil Mechanics and Foundation
Water content of soil can

be greater than 100 %
never be greater than 100 %
be less than 0 %
take values only from 0 % to 100 %

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