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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
None of these
falling head method
constant head method

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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°
12°
17°
7°

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

ML
SL
MH
CH

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

0 < n < 100
n > 0
0 ≤ n ≤ 100
n < 0

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

zero
between 0 and 1
greater than 1
1

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