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Soil Mechanics and Foundation

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

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

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

voids ratio
percentage air voids
porosity
air content

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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°
7°
10°
17°

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil
greater than specific gravity of soil

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

wet of OMC and dry of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
wet of OMC and wet of OMC
dry of OMC and wet of OMC

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

both the above
constant head method
None of these
falling head method

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