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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

ultimate bearing capacity of soil only
both allowable settlement and ultimate bearing capacity
none of above
allowable settlement only

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43833
1
3
43832

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

0.4
0.6
0.95
1.2

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

decreases
remains unchanged
first increases and then decreases
increases

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
30%
50%
40%

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