将模糊随机可靠度理论应用于边坡的稳定分析，建立了基于几何法计算广义可靠指标的数学模型。
A geometry based mathematical model is established for the calculation of reliability index by use of the fuzzy random reliability theory for slope stability analysis.
也有利用可靠度理论分析边坡结构可靠性的研究报告，但目前其研究成果还不够成熟。
Some research results about using reliability method to analyze the slope stability are also reported, but these research are not mature enough at present.
本文探讨了以概率统计理论为基础得边坡分析方法，在边坡土体的参数确定和可靠度分析方面取得了一些具有理论和现实意义的成果。
So the method has some subjectivity features. The analysis method for slopes based on the statistics and probability theory is researched in this paper.
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