Soil Mechanics and Foundation
Degree of consolidation is

directly proportional to square of drainage path and inversely proportional to time
directly proportional to time and inversely proportional to square of drainage path
directly proportional to drainage path and inversely proportional to time
directly proportional to time and inversely proportional to drainage path

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a structure resting on a soil

Increases with the decrease in the porosity of the soil
Decreases with the increase in the initial voids ratio
Decreases with the decrease in the plastic limit
Increases with the increase in the initial voids ratio

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

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

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