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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
135°
45°
90°

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

6 months
12 months
24 months
3 months

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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
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Natural slope line
The φ line
All listed here
Repose line

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

gravel
clay
sand
silt

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Soil Mechanics and Foundation
Effective stress is

All of these
important because it is a function of engineering properties of soil
a physical parameter that can be measured
the stress at particles contact

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