摘要
金安桥水电站左坝肩卸荷结构面和构造结构面发育,左坝肩边坡的稳定问题对整个大坝的安全起重要作用。本文分别采用弹性和弹塑性两种本构模型,对左岸坝肩边坡进行稳定性分析,为坝肩边坡的处治设计提供参考依据。
For the development of the unburden structure face and constitution structure facing, it is important that left dam shoulders side slope stability to the dam safety. This Paper has analyzed its stability taking two models of elasticity and elastic-plasticity, and provided reference for resemble projects.
出处
《吉林水利》
2005年第2期4-6,共3页
Jilin Water Resources
关键词
坝肩边坡
稳定性分析
弹性
弹塑性
金安桥水电站
dam shoulders side slope
stability analysis
elasticity
elastic-plasticity
Jin'anqiao hydropower station
