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公路隧道施工方法的仿真与比选
引用本文:郑宏伟,唐云伟,李增江,李升伟,步乐乐. 公路隧道施工方法的仿真与比选[J]. 交通科技, 2012, 0(4): 62-65
作者姓名:郑宏伟  唐云伟  李增江  李升伟  步乐乐
作者单位:1. 秭归县交通运输局 秭归 443600
2. 宜昌市交通运输局 宜昌 443000
3. 华中科技大学土木工程与力学学院 武汉430074
摘    要:针对湖北鸦来公路沙子垭隧道在不同施工方法下围岩和隧道支护结构的力学问题,运用有限元的方法对双侧壁导洞开挖法和台阶开挖法进行了动态数值模拟,建立了在不同施工工序下围岩的应力场、位移场,并对这2种施工方法进行了比较,得出采用台阶法开挖的方案较优。

关 键 词:公路隧道  有限元  双侧壁导洞法  台阶法

Simulation and Comparison of Highway Tunnel Construction
Zheng Hongwei , Tang Yunwei , Li Zengjiang , Li Shengwei , Bu Lele. Simulation and Comparison of Highway Tunnel Construction[J]. Transportation Science & Technology, 2012, 0(4): 62-65
Authors:Zheng Hongwei    Tang Yunwei    Li Zengjiang    Li Shengwei    Bu Lele
Affiliation:1.Traffic and Transportation Bureau of Zigui,Zigui 443600,China; 2.Traffic and Transportation Bureau of Yichang,Yichang 443000,China; 3.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China)
Abstract:Based on the Shaziya tunnel engineering of the Yalai highway in Hubei province,the mechanics problem of the surrounding rock and the supporting with different construction methods are studied.The excavating procedure of twin side heading and benching tunneling has been simulated numerically by the finite element method(FEM).The field of stress and displacement in the surrounding rock is suggested under the different order of the construction.By comparison of the two methods,the scheme of benching tunneling is much better than that of the twin side heading.
Keywords:highway tunnel  FEM  twin side heading  benching tunneling
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