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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
0.0 and 1.0
1.0 and 0.5
1.0 and 0.0

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

sand bath method
oven drying method
calcium carbide method
alcohol method

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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

semi-solid state
plastic state
solid state
liquid state

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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°
17°
7°
10°

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

cohesion
angle of internal friction
None of these
angle of repose

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
1
zero
between 0 and 1

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