摘要
古树包滑坡体地质条件复杂 ,其稳定性直接影响着水布垭工程的进展 ,是令人关注的重要问题。采用非线性有限元方法对古树包滑坡堆积体进行了边坡稳定性分析 ,并在此基础上提出了加固处理措施的建议。
It is worth paying close attention to the problem that the stability of Gushubao slide mass might directly influence the construction progress of Shuibuya hydroproject, therefore, the stability analysis on this slide mass is computated by FEM, and some treatment measures for strengthening it are suggested.
出处
《湖北水力发电》
2004年第3期22-25,共4页
Hubei Water Power
关键词
古树包滑坡体
稳定分析
有限单元法
处理措施建议
Gushubao slide mass, stabitity analysis, finite element method(FEM), treatment measures, suggestion
