For stability analysis of slopes of purely cohesive soils. the critical centre is taken to lie at the intersection of

The bisector of the slope and the locus of the centre

The perpendicular drawn at the one-third slope from the toe and the locus of the centre

The perpendicular drawn at the two-third slope from the toe and the locus of the centre

For stability analysis of slopes of purely cohesive soils. the critica

1.	For stability analysis of slopes of purely cohesive soils. the critical centre is taken to lie at the intersection of
A.	The bisector of the slope and the locus of the centre
B.	The perpendicular drawn at the one-third slope from the toe and the locus of the centre
C.	The perpendicular drawn at the two-third slope from the toe and the locus of the centre
D.	Directional angles
Answer» E.

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For stability analysis of slopes of purely cohesive soils. the critical centre is taken to lie at the intersection of

For stability analysis of slopes of purely cohesive soils. the critical centre is taken to lie at the intersection of

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