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Soil Mechanics and Foundation

Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

7
PI>27
0 < PI < 7
17

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil
partially saturated soil
air entrained soil
dehydrated soil

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
135°
90°
45°

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

porosity
voids ratio
air content
percentage air voids

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

3 months
12 months
6 months
24 months

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

None of these
cohesion
angle of internal friction
angle of repose

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