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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

liquid state
semi-solid state
plastic state
solid state

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

well ppint system
electroosmosis method
vacuum method
deep well system

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Soil Mechanics and Foundation
A pycnometer is used to determine

voids ratio and dry density
water content and voids ratio
specific gravity and dry density
water content and specific gravity

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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°
7°
17°
10°

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

greater than 25 mm
25 mm
15 mm
between 15 mm and 25 mm

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

40 mm
None of these
10 mm
20 mm

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