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Soil Mechanics and Foundation

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

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

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

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

angle of internal friction
None of these
cohesion
angle of repose

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

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

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
remains constant at all liquid limits

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

assumes the slip surface as an arc of a circle
All of these
is more conservative
neglects the effect of forces acting on the sides of the slices

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