摘要
本文简要回顾我国水利水电工程中的滑坡事故以及所采用的行之有效的各种加固措施。本文还简要分析了各种边坡稳定极限平衡分析方法的适用范围,着重讨论了在一些规范中规定的传递系数法的局限性。
This paper describes the landslide hazards happened in China's water resources development practice and reviews the various stabilization methods that have been successfully used. The paper also gives a brief review of the slope stability analysis methods using the limit equilibrium approaches with a short discussion on the limitations involved in the 'force transmission method' proposed in some Chinese codes.
出处
《重庆建筑》
2005年第6期22-29,共8页
Chongqing Architecture
