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黄土连拱隧道施工过程的数值模拟和方案优化
引用本文:孙辉,刘新荣,陈晓江,董占文,黄仰收.黄土连拱隧道施工过程的数值模拟和方案优化[J].地下空间与工程学报,2005,1(5):737-741.
作者姓名:孙辉  刘新荣  陈晓江  董占文  黄仰收
作者单位:[1]重庆大学土木工程学院,重庆400045 [2]山西吕梁汾柳高速公路建设有限公司,山西省离石市033002 [3]山西省交通规划勘察设计院,太原030012
摘    要:针对汾柳高速公路离石隧道在不同施工方法下围岩和隧道支护结构的受力问题,运用有限元程序ANSYS6.1对三导洞法和上下台阶法进行了动态数值模拟,建立了不同施工工序下围岩的位移场和应力场,并以此对这两种施工方法进行了对比分析,得出三导洞法较优.对隧道的施工具有一定的指导意义.

关 键 词:黄土  双连拱隧道  有限元  三导洞法  上下台阶法
文章编号:1673-0836(2005)05-0737-05
修稿时间:2005年6月7日

Numerical Simulation and Optimization for the Loess Doubled Arch Tunnel Construction
SUN Hui,LIU Xin-rong,CHENG Xiao-jiang,DONG Zhan-wen,HUANG Yang-shou,ZHANG Jia-xin.Numerical Simulation and Optimization for the Loess Doubled Arch Tunnel Construction[J].Chinese Journal of Underground Space and Engineering,2005,1(5):737-741.
Authors:SUN Hui  LIU Xin-rong  CHENG Xiao-jiang  DONG Zhan-wen  HUANG Yang-shou  ZHANG Jia-xin
Affiliation:SUN Hui~1,LIU Xin-rong~1,CHENG Xiao-jiang~1,DONG Zhan-wen~2,HUANG Yang-shou~3,ZHANG Jia-xin~4
Abstract:Based on the Lishi double-arch tunnel engineering of the Fenliu highway,this paper studies the mechanical problem of the excavating and supporting during the double-arch tunnel construction in the loess.The three-heading construction method and the benching tunneling construction method have been simulated with the application of ANSYSV6.1 FEM program.The stress and displacement fields distribution under different construction procedure is obtained.The three heading construction method is proved to be the better one through the analysis and comparision.The results have important significance for guiding double-arch tunnel construction in the loess.
Keywords:loess  double-arch tunnel  FEM  three heading construction method  the benching tunneling construction method
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