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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
n < 0
0 ≤ n ≤ 100

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index
consistency index to liquidity index
plasticity index to flow index
plasticity index to consistency index

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

constant head method
both the above
None of these
falling head method

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

vertical plane only
both horizontal and vertical planes
all planes except horizontal and vertical planes
horizontal plane only

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

less at edges compared to middle
uniform throughout
more at edges compared to middle
None of these

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

PI>27
17
0 < PI < 7
7

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