该程序操作简便，适用于多岩土层非均质任意形状滑裂面边坡稳定分析，具有边坡稳定确定性分析和逆可靠度分析两大功能，便于计算结果的比较分析。
The program can use the inverse reliability method and Limit equilibrium method to evaluate stability of slope with multilayer and arbitrary slip surface. It facilitates comparison of results.
该程序操作简便，适用于多岩土层非均质任意形状滑裂面边坡稳定分析，具有边坡稳定确定性分析和逆可靠度分析两大功能，便于计算结果的比较分析。
The program can use the inverse reliability method and Limit equilibrium method to evaluate stability of slope with multilayer and arbitrary slip surface. It facilitates comparison of results.
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