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ANALYTICAL CALCULATION ON STABILITY OF SLOPE WITH PLANAR
FAILURE SURFACE |
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Abstract The most critical slip surface and the minimum safety factor of slope are obtained by taking minimization value of a function. Planar failure surface whose shape is broken line or bench，tensile crack，water pressure and earthquake effects are considered. Limiting equilibrium principle is the basis of analytical calculation in this paper.
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Received: 06 February 2002
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