Soil Mechanics and Foundation
Bishop’s method of stability analysis

is more conservative
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

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Soil Mechanics and Foundation
For a loose sand sample and a dense sand sample consolidated to the same effective stress

ultimate strength is different but peak strength is same
ultimate strength is same and also peak strength is same
ultimate strength is same but peak
ultimate strength is same but peak strength of dense sand is greater than that of loose sand

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