Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
assumes the slip surface as an arc of a circle
All of these
neglects the effect of forces acting on the sides of the slices

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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

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

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