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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
3m
2.0m
1.5m

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

2.00 mm to 0.425 mm
0.075 mm to 0.002 mm
4.75 mm to 2.00 mm
0.425 mm to 0.075 mm

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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
A fully saturated soil is said to be

three phase system
two phase system with soil and water
two phase system with soil and air
one phase system

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

gravel
clay
sand
silt

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the size of particles increases
is limited to a maximum value of 45°
is rarely more than 30° for fine grained soil
increases as the soil gradation im-proves

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