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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

1.5m
1.0m
2.0m
3m

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Soil Mechanics and Foundation
A grillage foundation

All of these
Is provided for heavily loaded isolated columns
Consists of two sets of perpendicularly placed steel beams
Is treated as spread foundation

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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
plastic state
solid state
semi-solid state

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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
Terzaghi’s theory of one dimensional consolidation assumes

Water and soil particles are incompressible
Deformation of the soil, is entirely due to change in volume
Soil is homogeneous and fully saturated
All listed here

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

silt
clay
sand
gravel

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