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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.95
0.6
1.2
0.4

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

over-consolidated clay with a low over-consolidation ratio
over-consolidated ciay with a high over-consolidation ratio
normally consolidated clay
under-consolidated clay

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

vacuum method
deep well system
well ppint system
electroosmosis 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
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
plane and rough
vertical and smooth
plane and smooth

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

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

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