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城市浅埋隧道施工性态的时空效应分析
引用本文:吴波,刘维宁,高波,索晓明,史玉新.城市浅埋隧道施工性态的时空效应分析[J].岩土工程学报,2004,26(3):340-343.
作者姓名:吴波  刘维宁  高波  索晓明  史玉新
作者单位:北京交通大学土木建筑工程学院,北京交通大学土木建筑工程学院,西南交通大学土木工程学院,铁道第三勘察设计院,铁道第三勘察设计院 北京100044,铁道第三勘察设计院,天津300142;西南交通大学土木工程学院,四川成都610031,北京100044,四川成都610031,天津300142,天津300142;
基金项目:中铁四局集团科研基金资助项目
摘    要:基于弹 -黏塑性模型 ,使用所研制的三维有限元程序 ,对某浅埋城市隧道工程在开挖过程中地表和围岩变形以及围岩的稳定性的时空效应进行了分析和探讨。通过计算结果与现场量测结果的比较 ,文中的分析结果令人满意 ,为该工程施工提供了依据和指导作用 ,且具有一定的理论意义和实际意义。

关 键 词:弹-黏塑性模型  三维有限元法  浅埋暗挖隧道  时空效应  
文章编号:1000-4548(2004)03-0340-04

Analysis of space-time effect for urban shallow tunneling by excavation
WU Bo,LIU Weining,GAO Bo,SUO Xiaoming,SHI Yuxin.Analysis of space-time effect for urban shallow tunneling by excavation[J].Chinese Journal of Geotechnical Engineering,2004,26(3):340-343.
Authors:WU Bo  LIU Weining  GAO Bo  SUO Xiaoming  SHI Yuxin
Affiliation:1.School of Civil Architectural Engineering Beijing Jiaotong University Beijing 100044 China 2.The 3rd Railway Survey Design Insititute Tianjin 300142 China 3.School of Civil Engineering Southwest Jiaotong University Chengdu 610031 China
Abstract:Based on elastic-viscoplastic model,the three dimensional finite element analysis code developed by the author is used to investigate the space-time effect of land subsidence as well as the deformation and the stability of surrounding rocks for an urban shallow tunneling.A comparison between the calculated and measured results has proved that these results are satisfactory and provide the basis and guidance for the practical engineering.
Keywords:elastic-viscoplastic model  3D FEM  shallow tunneling by excavation  space-time effect
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