Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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

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

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

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