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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

clay
silt
sand
gravel

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

deep well system
vacuum method
electroosmosis method
well ppint system

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or gi eater than 1
always equal to 1
equal to or less than 1
always less than 1

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
less than 0.0002 mm
between 0.2 mm and 0.0002 mm
greater than 0.2 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

17°
10°
7°
12°

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

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

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