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矿山法开挖近距离下穿越既有线隧道的三维数值模拟

Numerical Modeling of Tunneling Cross Under Ultra-near Metro Tunnel

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【作者】 张印涛陶连金张飞劲李晓霖

【Author】 ZHANG Yin-tao~1 TAO Lian-jin~1 ZHANG Fei-jin~2 LI Xiao-lin~3 (1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Hainan Highway Survey and Design Institute,Haikou 570206,China;3.Beijing urban engineering design and research institute Co.ltd,100037,China)

【机构】 北京工业大学建筑工程学院海南省公路勘察设计院北京城建设计研究总院 北京 100022北京 100022海口 570206北京 100037

【摘要】 以北京地铁某新建线路的区间隧道下穿越既有线区间隧道工程为背景,在对应力释放率进行合理确定并充分考虑既有线沉降缝和管棚加固区影响的基础上,采用FLAC3D计算方法,对施工开挖过程进行模拟,得出了既有线影响段的沉降,并对该结果进行了分析,为既有线结构的安全性评估、施工过程的控制、监控量测提供了技术支持.

【Abstract】 The metro tunnel of a newly constructed line that crosses underneath the tunnel of the existing line in Beijing has significant effects on the adjacent tunnels.Based on the FLAC3D numerical model and the stress release method,concerning on the settlement slot of the existing metro tunnel and steel tube pre-reinforced construction of the newly constructed line,the process of tunneling is simulated and the settlement of the influenced part of the existing line is obtained.The result is analyzed subsequently.The conclusions of this paper may help evaluate the security of the existing metro tunnel,control the construction process,and actu- alize the monitoring during tunneling.

【关键词】 沉降隧道开挖穿越应力释放
【Key words】 subsidencetunnellingcrossingstress release
【基金】 北京市自然科学基金(8062007);北京市教委科技发展计划(KM200510005010);国家科技支撑计划(2006BAJ271305).
  • 【文献出处】 北京工业大学学报 ,Journal of Beijing University of Technology , 编辑部邮箱 ,2007年12期
  • 【分类号】U455
  • 【被引频次】51
  • 【下载频次】498
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