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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.28
0.028
0.036
036

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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

12°
10°
17°
7°

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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
Select the correct range of density index,1D

ID > 0
0 ≤ 1D ≤ 1
1D > 0
0 < 1D < 1

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
remains constant at all liquid limits
decreases with increase in liquid limit

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

dune sand
loess
drift
talus

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