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

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Soil Mechanics and Foundation
A fully saturated soil is said to be

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
remains constant at all liquid limits

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

0.95
0.6
1.2
0.4

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
None of these
falling head method
constant head method

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension
the principle of test
the method of taking observations
All of these

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