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在边坡稳定性分析中，把岩体强度参数视为随机变量来处理，考虑边坡工程的风险，用工程类比法确定出整体边坡允许破坏概率和目标可靠性指标，从而选择最佳边坡设计方案。
In the slope stability analysis, the rock mass strength parameters are treated as random variables. Considering the risk of slope engineering, the engineering probability method is used to determine the allowable failure probability and target reliability index of the whole slope so as to select the optimal edge Slope design options.