Soil Mechanics and Foundation
Time factor for a clay layer is

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

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Soil Mechanics and Foundation
In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

consolidated drained test
consolidated undrained test
unconsolidated drained test
unconsolidated undrained test

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