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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

1.0m
1.5m
2.0m
3m

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

deep well system
well ppint system
electroosmosis method
vacuum method

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
uniformity coefficient
effective size
coefficient of curvature

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

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

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 25%
increases by 50%
increases by 33.3%

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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