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紧邻建筑物的浅埋隧道开挖施工方案仿真分析
引用本文:刘俊,赖勇,刘德.紧邻建筑物的浅埋隧道开挖施工方案仿真分析[J].地下空间与工程学报,2011,7(Z2):1702-1706.
作者姓名:刘俊  赖勇  刘德
作者单位:1. 重庆交通大学河海学院,重庆,400074
2. 中国建筑第五工程局有限公司,长沙,410004
基金项目:北京市科技计划重点项目资助
摘    要:以重庆轻轨6号线小什字车站区间隧道为例,利用FLAC3D软件建立了由建筑物造成的浅埋偏压隧道计算模型;运用有限差分数值方法对三种不同开挖施工方案进行了数值仿真,得出了浅埋、偏压隧道围岩的地层变形与塑性区的分布受开挖施工先后顺序影响较大.研究结果表明,采用CD法开挖小什字浅埋偏压隧道,首先开挖右导坑是不适宜的;实际施工采...

关 键 词:浅埋偏压  FLAC模拟  变形  开挖顺序

Simulation on Different Excavation Construction of the Shallow-buried Tunnel Adjacent to Buildings
Liu Jun,Lai Yong,Liu De.Simulation on Different Excavation Construction of the Shallow-buried Tunnel Adjacent to Buildings[J].Chinese Journal of Underground Space and Engineering,2011,7(Z2):1702-1706.
Authors:Liu Jun  Lai Yong  Liu De
Affiliation:1.Institute of River & Ocean,Chongqing Jiaotong University,Chongqing 400074,China; 2.China Construction Fifth Engineering Division Corp.,Ltd,Changsha 410004,China)
Abstract:Xiaoshizi transit tunnel of urban light-rail line 6 in Chongqing is taken as an example to establish a calculation model for shallow-buried bias tunnel construction adjacent to buildings by FLAC3D numerical simulation;using finite difference numerical method for three different excavation schemes in the numerical simulation,it is obtained that the stratum deformation and distribution of plastic zone of the surrounding rock of shallow-buried bias tunnel is much affected by the construction sequence.The result of the study shows that the tentative excavation of the right line tunnel first is not appropriate,meanwhile,in actual construction,the left pilot tunnel was excavated first and its surface subsidence and plastic zone was well controlled.In addition,the monitoring data and the result of numerical simulation are in good agreement.The study not only offers reference to reasonable and effective design scheme but also provides safe and reliable construction measure for similar project.
Keywords:shallow-buried bias  FLAC numerical simulation  deformation  construction sequence
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