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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Sand particles are made of

montmorillonite
illite
rock minerals
kaolinite

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

-0.5
2
0.5
-2

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

gravel
silt
clay
sand

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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

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

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

calcium carbide method
sand bath method
oven drying method
alcohol method

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