节点文献

水工隧洞圆形洞口开挖形式的围岩稳定性分析研究

Analysis on Stability of Surrounding Rock Mass in Different Excavation Methods for Circular Tunnels

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 丁新潮刘斌

【Author】 DING Xinchao;LIU Bin;HYDROCHINA Xibei Engineering Corporation;Xi’an University of Technology;

【机构】 中国水电顾问集团西北勘测设计研究院西安理工大学

【摘要】 水工隧洞圆形进水口方案有全断面开挖和上下半洞台阶开挖步序,根据实际工程概况、地质条件利用有限元软件建立圆形进水口段的三维非线性分析模型,对比同一支护条件下圆形进水口方案全断面开挖和上下半台阶开挖步序的分析结果,分析两种不同开挖步序下该段放空洞围岩稳定性状。得出圆形方案的最优开挖步序。

【Abstract】 There are two excavation approaches for the circular tunnel of the water inlet,namely the full-face tunneling method and the upper and lower half hole step excavation method. According to the actual engineering situation and geological conditions, this paper uses the finite elements software to establish the three-dimensional nonlinear analysis model for the circular water inlet,and compares the results of the full-face tunneling method and the upper and lower half hole step excavation method under the same supporting conditions,and analyzes the stability of the surrounding rock mass of the two different excavation sequences. Finally the best excavation sequence for the project of the circular tunnel of the water inlet is obtained.

  • 【文献出处】 电网与清洁能源 ,Power System and Clean Energy , 编辑部邮箱 ,2014年06期
  • 【分类号】TV554;TV223.3
  • 【下载频次】44
节点文献中: 

本文链接的文献网络图示:

本文的引文网络