ANALYTICAL CALCULATION ON STABILITY OF SLOPE WITH PLANAR FAILURE SURFACE
平面滑动边坡稳定性的解析计算

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.