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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

falling head method
constant head method
both the above
None of these

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Soil Mechanics and Foundation
A pycnometer is used to determine

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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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
air content
voids ratio
porosity

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

solid state
plastic state
liquid state
semi-solid state

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