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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

1
non-plastic (NP)
negative
zero

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

undrained test
consolidated drained test
consolidated undrained test
drained test

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

percentage air voids
porosity
air content
voids ratio

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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 33.3%
increases by 25%
increases by 50%

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

None of these
montmorillonite
kaolinite
illite

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

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

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