摘要
简述了可靠度分析的“ＪＣ”法，介绍了一种典型的土坡稳定分析模型的极限状态方程，编写了一套完整的计算程序，并结合算例。
The 'JC' method for reliability analysis is briefly described and limit state equations for a typical stability analytic model for slope are given. The program for reliability analysis of slope stability is completed. Some problems with the application of this approach in practice are also discussed with examples.
出处
《武汉水利电力大学学报》
CSCD
1999年第2期18-21,共4页
Engineering Journal of Wuhan University
关键词
土坡稳定
安全系数
可靠度
稳定模型
slope stability
factor of safety
reliability
stability model
