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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

uniformity coefficient
effective size
None of these
coefficient of curvature

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

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

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

CH
MH
SL
ML

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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
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
alcohol method
calcium carbide method

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

20.0 kN/m3
22.0 kN/m3
23.2 kN/m3
18.6 kN/m3

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