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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
plane and smooth
vertical and smooth
plane and rough

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

greater than 1
between 0 and 1
zero
1

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of large magnitude
same shear strength of large magnitude
same shear strength of small magnitude
different shear strengths of small magnitude

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the decrease in temperature
increases with the increase in temperature
None of these
does not depend upon temperature

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

None of these
less at edges compared to middle
uniform throughout
more at edges compared to middle

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

None of these
both (A) and (B)
only in floating ring type consolido-meter
only in fixed ring type consolido-meter

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