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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

0°
45°
90°
22.5°

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

n > 0
n < 0
0 < n < 100
0 ≤ n ≤ 100

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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°
12°
10°
7°

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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°
12°
7°

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

remains unchanged
first increases and then decreases
decreases
increases

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Soil Mechanics and Foundation
Effective stress is

All of these
important because it is a function of engineering properties of soil
the stress at particles contact
a physical parameter that can be measured

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