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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
never be greater than 100 %
be less than 0 %
be greater than 100 %

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
greater than 0.2 mm
between 0.2 mm and 0.0002 mm
less than 0.0002 mm

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

rubber tyred roller
sheep’s foot roller
drum roller
vibratory roller

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit
first increases and then decreases with increase in liquid limit
remains constant at all liquid limits
increases with increase in liquid limit

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Soil Mechanics and Foundation
Coefficient of permeability of soil

does not depend upon temperature
None of these
increases with the increase in temperature
increases with the decrease in temperature

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Soil Mechanics and Foundation
A pycnometer is used to determine

specific gravity and dry density
water content and voids ratio
voids ratio and dry density
water content and specific gravity

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