摘要
应用考虑条块间水平作用力的条分法，在非线性破坏准则的基础上，结合堆石面板坝的破坏模式，构造了完整的面板堆石坝下游坝坡稳定可靠度分析模型，并结合实例进行了计算．所得结果合理，表明该模型比较符合实际．
In this pater,a reliability analysis model on stability of downstrean slope in rock filled concrete facing dam is outlined under the nonlinear failure style,applying the finite slice method and considing the horizontal force between slices.It presents a new way for the study or design of soil rock filled dam.
出处
《武汉水利电力大学学报》
CSCD
1997年第3期7-10,共4页
Engineering Journal of Wuhan University
关键词
坝体
稳定性
可靠度
面板堆石坝
rock filled concrete facing dam
dam body
stability
reliability
