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Soil Mechanics and Foundation

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

S < 0
0 < S < 100
0 ≤ S ≤ 100
S > 0

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Soil Mechanics and Foundation
Compressibility of sandy soils is

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

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
MH
SL
CH

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

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

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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
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
both cohesion and angle of internal friction
cohesion only
angle of internal friction only

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