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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Time factor for a clay layer is

inversely proportional to drainage path
directly proportional to permeability of soil
a dimensional parameter
independent of thickness of clay layer

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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

first increases and then decreases
decreases
remains unchanged
increases

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Soil Mechanics and Foundation
A pycnometer is used to determine

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

equal to or less than 1
equal to or gi eater than 1
always equal to 1
always less than 1

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