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

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

vacuum method
well ppint system
electroosmosis method
deep well system

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
S < 0
S > 0
0 < S < 100

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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

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

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

n > 0
0 ≤ n ≤ 100
n < 0
0 < n < 100

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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

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

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