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Soil Mechanics and Foundation

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

coarse sand
clay
fine sand
silt

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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
Voids ratio of a soil mass can

be zero
never be greater than unity
take any value greater than zero
take values between 0 and 1 only

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

MH
SL
CH
ML

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
consolidated drained test
drained test
consolidated undrained test

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
constant head method
both the above
falling head method

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