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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

rock minerals
illite
montmorillonite
kaolinite

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or gi eater than 1
always less than 1
always equal to 1
equal to or less than 1

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

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

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
0°
90°
22.5°

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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°
12°
17°
10°

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of large magnitude
different shear strengths of small magnitude
same shear strength of small magnitude
different shear strengths of large magnitude

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