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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

18.6 kN/m3
23.2 kN/m3
22.0 kN/m3
20.0 kN/m3

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
greater than specific gravity of soil
less than specific gravity of soil
independent of specific gravity of soil

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

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

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

0 ≤ n ≤ 100
n > 0
0 < n < 100
n < 0

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Soil Mechanics and Foundation
Sand particles are made of

illite
kaolinite
rock minerals
montmorillonite

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