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将可靠度分析的 JC法运用于加筋土坡稳定分析中，以瑞典法为计算模型，以土的抗剪强度指标 C，φ为基本随机变量，结合一工程实例探讨了加筋土坡稳定可靠度分析中的若干规律性问题，得出了一些有益的结论。
The JC method based on reliability analysis is applied to the stability analysis of reinforced soil slopes. Based on the Swedish method, the shear strength indexes C and φ of soil are taken as the basic random variables. The stability of reinforced soil slopes Reliability analysis of a number of regular problems, come to some useful conclusions.