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

• 针对海塘边坡稳定性分析中因忽略参数空间变化等因素产生的分析结果偏于不安全的倾向,提出了一种计算模糊随机可靠度的简化方法。