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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

both moisture content and amount of compaction energy
None of these
amount of compaction energy only
moisture content only

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension
the principle of test
All of these
the method of taking observations

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Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

167 mm
50 mm
15 mm
30 mm

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

3m
2.0m
1.0m
1.5m

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

none of above
ultimate bearing capacity of soil only
allowable settlement only
both allowable settlement and ultimate bearing capacity

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