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

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Soil Mechanics and Foundation
Sand particles are made of

rock minerals
illite
kaolinite
montmorillonite

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

air content
voids ratio
porosity
percentage air voids

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

illite
None of these
montmorillonite
kaolinite

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

greater than 25 mm
between 15 mm and 25 mm
15 mm
25 mm

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

less at edges compared to middle
uniform throughout
more at edges compared to middle
None of these

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