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
decreases with increase in liquid limit
increases with increase in liquid limit

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Soil Mechanics and Foundation
Coefficient of earth pressure at rest is

greater than active earth pressure but less than passive earth pressure
less than active earth pressure but greater than passive earth pressure
greater than both the active earth pressure and passive earth pressure
less than both the active and passive earth pressures

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Soil Mechanics and Foundation
The total discharge from two wells situated near to each other is

sum of the discharges from individual wells
equal to larger of the two discharges from individual wells
less than the sum of the discharges from individual wells
greater than the sum of the discharges from individual wells

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