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公路隧道围岩变形规律及回归分析
引用本文:胡达,刘杰,杨庆光,王垠翔.公路隧道围岩变形规律及回归分析[J].中南公路工程,2010(1):5-8.
作者姓名:胡达  刘杰  杨庆光  王垠翔
作者单位:湖南工业大学岩土工程研究所;
基金项目:国家自然科学基金资助项目(50578169)
摘    要:基于G106国道的实测数据,讨论了拱顶沉降和周边收敛随掌子面掘进深度的变化规律,并利用回归分析进行了拟合。通过实测数据与拟合结果的对比表明:拱顶下沉与周边收敛均随着掌子面的掘进深度呈非线性变化关系。

关 键 词:公路隧道  监控量测  同归分析

The Surrounding Rock Deformation Law and the Regression Analysis of Highway Ttunnel
HU Da,LIU Jie,YANG Qingguang,Wang Yingxiang.The Surrounding Rock Deformation Law and the Regression Analysis of Highway Ttunnel[J].Central South Highway Engineering,2010(1):5-8.
Authors:HU Da  LIU Jie  YANG Qingguang  Wang Yingxiang
Institution:HU Da,LIU Jie,YANG Qingguang,Wang Yingxiang(Geotechnical Engineering Institute,Hunan University of Technology,Zhuzhou,Hunan 412008,China)
Abstract:According to the crown settlement and the surroundding convergence of G106 highway tunnel measurement data,we discussed the crown settlement and the surroundding convergence which changed with the tunnelling footage of tunnel face in law,and used regression analysis to fit them.The measured data and the analysised data show that the crown settlement and the surroundding convergence change with the tunnelling footage of tunnel face and present a low of nonlinear.
Keywords:highway tunnel  monitoring measurement  regression analysis  
本文献已被 CNKI 维普 等数据库收录!
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