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本文提出了用优化理论来确定岩石边坡中临界滑动平面位置的方法。在建立优化目标函数过程中采用座标形式为未知量,从而使计算公式更为简单。此外本文还探讨了在安全系数最小的条件下,边坡参数间的关系,并得出一些有意义的结果。
This paper presents a method for determining the critical sliding plane position in rock slopes using optimization theory. In the process of establishing the optimization objective function, the coordinate form is unknown, so that the calculation formula is simpler. In addition, this paper also discusses the relationship between slope parameters under the condition of minimum safety factor and draws some meaningful results.