Soil Mechanics and Foundation
Time factor for a clay layer is

a dimensional parameter
independent of thickness of clay layer
directly proportional to permeability of soil
inversely proportional to drainage path

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Soil Mechanics and Foundation
Sensitivity of a soil can be defined as

ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state
percentage of volume change of soil under saturated condition
ratio of volume of voids to volume of solids
None of these

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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
greater than the 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

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