隧道特征线法的修正与发展

doi:10.13722/j.cnki.jrme.2013.1453

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Abstract The traditional characteristic line method takes the preliminary lining as elastic component. But infact so the deformation of preliminary lining in practical tunnel engineering is much bigger than elastic deformation and the preliminary lining would be in the plastic state. Preliminary lining is considered as elastic-plastic materials to correct the traditional characteristic line method and numerical limit analysis is conducted to work out the safety factor of tunnel surrounding rock. Thus the corrected characteristic curve of surrounding rock and the pressure on the surrounding rock and preliminary lining can be obtained through strict mechanic calculation. The corrected characteristic line method through numerical limit analysis based on FEM strength reduction can solve the problem of design and calculation of tunnel engineering quantitatively，which provides theoretical basis and calculation method for the tunnel design.

Key words： tunnelling engineering numerical limit analysis method FEM strength reduction method of characteristic line safety factor of surrounding rock preliminary lining

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2013.1453 OR https://rockmech.whrsm.ac.cn/EN/Y2015/V34/Is1/3067

[1] 中华人民共和国国家标准编写组. GB50010—2010混凝土结构设计规范[S]. 北京：中国建筑工业出版社，2011.(The National Standards Compilation Group of People?s Republic of China. GB/T50010—2010 Code for design of concrete structures[S]. Beijing：China Architecture and Building Press，2011.(in Chinese)) [2] 中华人民共和国行业标准编写组. JTG D70—2004公路隧道设计规范[S]. 北京：人民交通出版社，2004.(The Professional Standards Compilation Group of People?s Republic of China. JTG D70—2004 Code for design of road tunnel[S]. Beijing：China Communications Press，2004.(in Chinese)) [3] 郑颖人，孔亮. 岩土塑性力学[M]. 北京：中国建筑工业出版社，2010：17–143.(ZHENG Yingren，KONG Liang. Geotechnical plastic mechanics[M]. Beijing：China Architecture and Building Press，2010：17–143.(in Chinese)) [4] 郑颖人，朱合华，方正昌，等. 地下工程围岩稳定分析与设计理论[M]. 北京：人民交通出版社，2012：36–261.(ZHENG Yingren，ZHU Hehua，FANG Zhengchang，et al. The stability analysis and design theory of surrounding rock of underground engineering[M]. Beijing：China Communications Press，2012：36–261.(in Chinese)) [5] 胡文清，郑颖人，钟昌云. 木寨岭隧道软弱围岩段施工方法及数值分析[J]. 地下空间，2004，24(2)：194–197.(HU Wenqing，ZHENG Yingren，ZHONG Changyun. Construction methods and numerical analysis in on Muzhailing tunnel[J]. Underground Space，2004，24(2)：194–197.(in Chinese)) [6] 张黎明，郑颖人. 有限元强度折减法在公路隧道中的应用探讨[J]. 岩土力学，2007，28(1)：97–101.(ZHANG Liming，ZHENG Yingren. Application of strength reduction finite element method to road tunnels[J]. Rock and Soil Mechanics，2007，28(1)：97–101.(in Chinese)) [7] 郑颖人，邱陈瑜，张红. 关于土体隧洞围岩稳定性分析方法的探索[J]. 岩石力学与工程学报，2008，27(10)：1 968–1 980.(ZHENG Yingren，QIU Chenyu，ZHANG Hong. Exploration of stability analysis methods for surrounding rocks of soil tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(10)：1 968–1 980.(in Chinese)) [8] 郑颖人，邱陈瑜，宋雅坤，等. 土质隧洞围岩稳定性分析与设计计算方法探讨[J]. 后勤工程学院学报，2009，25(10)：1–9. (ZHENG Yingren，QIU Chenyu，SONG Yakun，et al. Exploration of stability analysis and design calculation methods of surrounding rocks in soil tunnel[J]. Journal of Logistical Engineering University，2009，25(10)：1–9.(in Chinese)) [9] 郑颖人. 有限元极限分析法在隧洞工程中的应用[J]. 重庆交通大学学报：自然科学版，2011，30(2)：1 127–1 137.(ZHENG Yingren. The application of FEM limit analysis in tunnel engineering[J]. Journal of Chongqing Jiaotong University：Natural Science，2011，30(2)： 1 127–1 137.(in Chinese)) [10] TALOBRE J. 岩石工程(中译本)[M]. 北京：中国工业出版社，1965：37–132.(TALOBRE J. Rock engineering(in Chinese)[M]. Beijing：China Industry Press，1965：37–132.(in Chinese)) [11] KASTNER H. 隧道与坑道静力学(中译本)[M]. 上海：上海科技出版社，1980：52–212.(KASTNER H. Tunnels and trenches statics (in Chinese)[M]. Shanghai：Shanghai Science and Technology Publishers，1980.(in Chinese)) [12] ZIENKIEWICZ O C，HUMPHESON C，LEWIS R W. Associated and non-Associated viscoplasticity and plasticity in soil mechanics[J]. Geotechnigue，1975，25(4)：671–689. [13] 郑颖人. 圆形洞室围岩压力理论探讨[J]. 地下工程，1979，(3)：1–8. (ZHENG Yingren. Study of circular tunnel surrounding rock pressure theory[J]. Underground Engineering，1979，(3)：1–8.(in Chinese)) [14] 于学馥，郑颖人，刘怀恒，等. 地下工程围岩稳定分析[M]. 北京：煤炭工程出版社，1983：33–321.(YU Xuefu，ZHENG Yingren，LIU Huaiheng，et al. The stability analysis of surrounding rock of underground engineering[M]. Beijing：China Coal Industry Publishing House，1983：33–321.(in Chinese)) [15] MANA A I，CLOUGH G W. Predicition of movements for braced cuts in clay[J]. Journal of Geotechnical Engineering Division，1981，107(6)：759–777. [16] 高俊合，赵维炳，李兴文. 深开挖有限元分析中释放荷载模拟[J]. 河海大学学报：自然科学版，1999，27(1)：47–52.(GAO Junhe，ZHAO Weibing，LI Xingwen. Finite element analysis of deep excavation release load simulation[J]. Journal of Hohai University：Natural Science，1999，27(1)：47–52.(in Chinese)) [17] 肖强，郑颖人，陈庆，等. 有衬砌隧道设计计算探讨[J]. 地下空间与工程学报，2012，8(2)：259–267.(XIAO Qiang，ZHENG Yingren，CHEN Qing，et al. Study on lined design methods[J]. Chinese Journal of Underground Space and Engineering，2012，8(2)：259–267.(in Chinese)) [18] 侯公羽. 围岩–支护作用机制评述及其流变变形机制概念模型的建立与分析[J]. 岩石力学与工程学报，2008，27(增2)：3 618–3 629. (HOU Gongyu. Review of interaction mechanism between surrounding rock and the analysis of conceptual model of rheological deformation mechanism[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(Supp.2)：3 618–3 629.(in Chinese))