摘要
本文在传统的混凝土重力坝坝体抗滑稳定计算方法的基础上,根据汾河二库大坝的基础特征,用极限平衡法中的被动抗力法,着重对汾河二库大坝的深层抗滑稳定进行了分析探讨。
The paper analyses and discusses the stability against the deep sliding of dam in Fenhe reservoir with the passive resisting force method in the limit equilibrium method on basis of the traditional method of stability against sliding of concrete gravity dam according to the foundation character.
出处
《东北水利水电》
2003年第5期1-2,11,共3页
Water Resources & Hydropower of Northeast China
关键词
温凝土重力坝
抗滑稳定计算
被动抗力法
汾河二库
concrete gravity dam
calculation of stability against sliding
passive resisting force method
Fenhe second reservoir
