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

3
43832
1
43833

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

0.4
1.2
0.6
0.95

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

None of these
effective stress only
both effective stress and total stress
total stress only

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

MH
SL
ML
CH

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
coarse sand
silt
fine sand

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