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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.5m
3m
2.0m
1.0m

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

illite
None of these
kaolinite
montmorillonite

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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

24 months
6 months
12 months
3 months

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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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
cohesion
angle of repose
None of these

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

shrinkage limit
plastic limit
liquid limit
plasticity index

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