Aiming at the randomness and implicit vagueness in the slope stability analysis,a new approach by using fuzzy-random reliability is developed to analyze the stability of engineering slopes.

• 针对边坡稳定分析中出现的随机性和模糊性问题,提出一种计算模糊随机可靠度的新方法并应用于工程边坡稳定分析。