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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
greater than 0.2 mm
less than 0.0002 mm

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

None of these
inversely proportional to the compression index
directly proportional to the compression index
directly proportional to the voids ratio

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.036
036
0.28
0.028

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and 0.5 kg/cm²
1.0 kg/cm² and 0.5 kg/cm²
zero and zero
0.5 kg/cm² and zero

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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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

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

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