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Soil Mechanics and Foundation

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

90°
0°
45°
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

10°
17°
7°
12°

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

three phase system
two phase system with soil and water
two phase system with soil and air
one phase system

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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

17°
10°
7°
12°

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Soil Mechanics and Foundation
A grillage foundation

All of these
Is provided for heavily loaded isolated columns
Consists of two sets of perpendicularly placed steel beams
Is treated as spread foundation

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Soil Mechanics and Foundation
Which of the following methods is most accurate for the determination of the water content of soil ?

sand bath method
oven drying method
calcium carbide method
pycnometer method

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