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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

1.2
0.95
0.6
0.4

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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
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with depth
effective stress with time
pore water pressure with time
effective stress with depth

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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

90°
135°
45°
225°

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the size of particles increases
increases as the soil gradation im-proves
is rarely more than 30° for fine grained soil
is limited to a maximum value of 45°

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

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

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