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隧道建设(中英文) ›› 2005, Vol. 25 ›› Issue (5): 6-10,14.

• 研究与探索 • 上一篇    下一篇

CRD法不同施工工序的比较与分析

刘惠敏, 赵月, 吴波   

  1. 铁道第三勘察设计院天津300142
  • 收稿日期:2005-05-19 出版日期:2005-10-20 发布日期:2009-12-19
  • 作者简介:刘惠敏,女|1978年生|工学硕士|助理工程师。2004年3月毕业于西南交通大学桥梁与隧道工程专业。

Comparison of and Analysis on Different Working
Procedures of CRD Method

Liu-Hui-Min, DIAO  Ru, TUN  Bei   

  1. The Third Railway Survey &|Design Institute, TianJin |300142|China
  • Received:2005-05-19 Online:2005-10-20 Published:2009-12-19

摘要:

采用ANSYS7.1版有限元分析程序,以北京地铁10号线光华路站侧洞为对象,对其施工过程进行了二维有限元模拟计算,分析了CRD法的不同施工工序对围岩内力、结构内力以及地表沉降的影响,并确定出能够有效地控制地表沉降的最优开挖方法,对最优的施工方案进行了三维有限元模拟。通过计算分析,得出了一些结论,为光华路站侧洞以及相似工程所采用的施工方法提供了理论依据与技术指导。

Abstract:

Applying ANSYS7.1 FEM program,the paper makes 2-D FEM simulation on the construction process of the side drift of Guanghualu station of line 10 of Beijing Subway by means of ANSYS 7.1,analyzes the effect of different working procedures of CRD method on the internal forces of the surrounding rockmass and the structure and on the settlement of the ground surface, defines the optimum construction scheme that can control the surface settlement effectively ,and makes 3D FEM simulation on the optimum scheme. Through the calculations and analysis, some conclusions are achieved,which can provide theareatical basis and technical guidance for the construction methods selected for the side arift of Guanghualu station and other similar works.