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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
plastic state
semi-solid state
solid state

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Soil Mechanics and Foundation
Coefficient of permeability of soil

None of these
increases with the increase in temperature
does not depend upon temperature
increases with the decrease in temperature

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Soil Mechanics and Foundation
Water content of soil can

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

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

All of these
less than 0.0002 mm
between 0.2 mm and 0.0002 mm
greater than 0.2 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°
7°
10°
17°

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

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

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