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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

silt
sand
clayey silt
clay

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

wet of OMC and dry of OMC
wet of OMC and wet of OMC
dry of OMC and wet of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content

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

0.6
0.4
0.95
1.2

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and air
three phase system
one phase system
two phase system with soil and water

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

0 < n < 100
0 ≤ n ≤ 100
n < 0
n > 0

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