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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m
between 300 mm and 750 mm
between 750 mm and 1 m
less than 300 mm

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

air entrained soil
dry soil
partially saturated soil
dehydrated soil

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

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

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

3 months
12 months
6 months
24 months

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

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

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