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隧道开挖对地下管线的影响分析
引用本文:毕继红,刘伟,江志峰.隧道开挖对地下管线的影响分析[J].岩土力学,2006,27(8):1317-1321.
作者姓名:毕继红  刘伟  江志峰
作者单位:天津大学,建筑工程学院,天津,300072
摘    要:采用Abaqus有限元分析软件,建立三维模型,模拟隧道开挖对地下管线的影响,充分考虑了不同的埋深、材质、下卧层刚度等条件。结果表明,管线周围土的性状,与双线隧道的相对位置以及管线自身刚度、管径等不同,将对其变形和内力产生较大影响,从而得出一些规律,为今后类似工程施工提供依据。

关 键 词:地下管线  盾构施工  有限元  数值模拟
文章编号:1000-7598-(2006)08-1317-05
收稿时间:2005-03-21
修稿时间:2005-03-212006-09-26

Analysis of effects of tunnel excavation on underground pipeline
BI Ji-hong,LIU Wei,JIANG Zhi-feng.Analysis of effects of tunnel excavation on underground pipeline[J].Rock and Soil Mechanics,2006,27(8):1317-1321.
Authors:BI Ji-hong  LIU Wei  JIANG Zhi-feng
Institution:School of Civil Engineering, Tianjin University, Tianjin 300072, China
Abstract:Based on ABAQUS program, 3-D finite element analysis model is established to simulate the effects of tunnel excavation on underground pipeline, in which different embedments, material properties and,, stiffnesses of subjacent bed are considered. The . results show that the different soil properties and stiffnesses, caliber of pipeline have great influences on its deformation and internal force. Some conclusions are drawn to provide corresponding guidance for subsequent projects.
Keywords:underground pipeline  shield construction  finite element  numerical simulation
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