In multilayered terrene slope structure, the reliability index increase with the decrease of correlation coefficients between layers.
多层土质边坡结构中，可靠指标随层间相关系数的减小而增大。
According to the design theory of the structure reliability, this paper presents the probability statistical method of the checking calculation of slope stability.
依据结构可靠度设计理论，提出边坡稳定验算的概率统计方法。
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