摘要
针对南芬铁矿地下硐室开挖与支护设计，采用有限元分析研究大跨度地下硐室施工的动态力学效应。结果表明，不同的开挖顺序，对围岩的稳定性具有显著的影响。
This paper approaches the excavating dynamic behavlour and support design for a large cavern in Nanfen Iron Mine using finite element method. The results show that the differences of stability of surrounding rock mass are markable for dlfferent excavating sequences.
基金
中国科学院工程地质力学开放研究实验室的资助
关键词
地下硐室
硐室
开挖
动态力学
硐室支护
Large caverns, Excavating dynamic behaviour,Finite element analysis
