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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

greater than 1
1
zero
between 0 and 1

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity
be zero
take any value greater than zero
take values between 0 and 1 only

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
40%
30%
50%

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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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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

1
43833
3
43832

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

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

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