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Soil Mechanics and Foundation

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

percentage air voids
porosity
air content
voids ratio

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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

7°
10°
17°
12°

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

fine sand
coarse sand
silt
clay

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Soil Mechanics and Foundation
Sand particles are made of

rock minerals
illite
montmorillonite
kaolinite

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

17
7
0 < PI < 7
PI>27

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

None of these
only in floating ring type consolido-meter
both (A) and (B)
only in fixed ring type consolido-meter

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