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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

rock minerals
kaolinite
montmorillonite
illite

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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
Total number of stress components at a point within a soil mass loaded at its boundary is

6
3
9
16

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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

increases
first increases and then decreases
decreases
remains unchanged

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index
plasticity index to consistency index
plasticity index to flow index
consistency index to liquidity index

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