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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

n < 0
0 ≤ n ≤ 100
0 < n < 100
n > 0

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

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

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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°
90°
45°
135°

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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

partially saturated soil
dry soil
air entrained soil
dehydrated soil

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

angle of internal friction
None of these
angle of repose
cohesion

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

both effective stress and total stress
effective stress only
None of these
total stress only

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