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公路隧道穿越断层破碎带仿真分析
引用本文:毕旭冰,吴孝清,刘胜春.公路隧道穿越断层破碎带仿真分析[J].交通科技,2014(1):5-7.
作者姓名:毕旭冰  吴孝清  刘胜春
作者单位:[1]南阳市公路管理局,南阳473000 [2]武汉理工大学理学院,武汉430070 [3]北京交通大学城市地下工程教育部重点实验室,北京100044
摘    要:山岭隧道开挖经常遇到断层破碎带,开挖支护施工难度大,容易出现事故,是隧道施工的薄弱环节。文中结合史家山2号隧道,根据其地质特征,运用FLAC3D软件建立数值模型,对比了有无断层破碎带和不同工法下的穿越断层破碎带的工况,提出了断层破碎带的影响程度和适合的施工方案。

关 键 词:断层破碎带  FLAC3D  围岩稳定性

Simulation Analysis of Tunnel Through the Fault Fracture Zone
Bi Xubing,Wu Xiaoqing,Liu Shengchun.Simulation Analysis of Tunnel Through the Fault Fracture Zone[J].Transportation Science & Technology,2014(1):5-7.
Authors:Bi Xubing  Wu Xiaoqing  Liu Shengchun
Institution:1. Nanyang Highway Administration Bureau, Nanyang 473000, China; 2. School of Sience,Wuhan University of Technology, Wuhan 430070, China 3. MOE Key Laboratory for Urban Underground Engineering, Beijing Jiaotong University, Beijing 100044, China)
Abstract:Mountain tunnel excavation often encounters in fault fracture zone, resulting in that big dif- ficulty of the excavation and support construction and being vulnerable to accidents. It is the weak link of the construction of the tunnel. Combined with Shijiashan2 tunnel, according to its geological char- acteristics,the FLAC3D software is used to build model. Comparing to the conditions with or without the fault fracture zone and different working methods, this paper proposes the influence degree of fault fracture zone and the appropriate construction programs.
Keywords:fault fracture zone  FLAC3D  stability of surrounding rock
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