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Soil Mechanics and Foundation

Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

non-plastic (NP)
1
negative
zero

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

both compressibility and permeability
None of these
permeability
compressibility

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 25%
increases by 50%
increases by 33.3%

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

fine sand
clay
coarse sand
silt

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Soil Mechanics and Foundation
Sand particles are made of

kaolinite
illite
montmorillonite
rock minerals

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
drained test
consolidated drained test
consolidated undrained test

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