Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
A tri-axial shear test is preferred to direct shear test, because

Stress distribution on the failure plane, is non uniform
It can be performed under all three drainage conditions with complete control
Precise measurement of pore pressure and change in volume during test, is not possible
None of these

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