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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
All of these
less than 0.0002 mm
greater than 0.2 mm

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.0 and 1.0
1.0 and 0.0
1.0 and 0.5
0.5 and 1.0

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

zero
1
between 0 and 1
greater than 1 [CS 95]

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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

remains unchanged
decreases
increases
first increases and then decreases

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

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

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Soil Mechanics and Foundation
Compressibility of sandy soils is

much greater than that of clayey soils
much less than that of clayey soils
almost equal to that of clayey soils
None of these

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