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
Quick sand is a

flow condition occurring in cohesive soils
flow condition occurring in cohesionless soils
flow condition occurring in both cohesive and cohesionless soils
type of sand

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Soil Mechanics and Foundation
With the increase in the amount of compaction energy

optimum water content increases but maximum dry density decreases
both optimum water content and maximum dry density increase
optimum water content decreases but maximum dry density increases
both optimum water content and maximum dry density decrease[ES 93]

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