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地铁盾构穿越建筑物施工位移的数值分析
引用本文:夏元友,张亮亮,王克金.地铁盾构穿越建筑物施工位移的数值分析[J].岩土力学,2008,29(5):1411-1414.
作者姓名:夏元友  张亮亮  王克金
作者单位:1.武汉理工大学 土木工程与建筑学院,武汉 430070;2.中国铁建第四勘察设计研究院 城建院,武汉 430063
摘    要:在总结地铁盾构施工的控制原则以及盾构通过临近群桩的动态预测方法的基础上,结合武汉地铁的设计,采用数值模拟方法对地铁盾构穿越汉口火车站区时地面及建筑物桩群进行模拟,分析了盾构穿越一般底层和穿越群桩基础两种不同的情况的位移情况,从而对盾构隧道对城市地面以及建筑物的影响做出评价,提供了盾构穿越建筑物施工安全控制的建议。

关 键 词:盾构隧道  施工控制  数值模拟  FLAC3D  
文章编号:1000-7598-(2008)05-1411-05
收稿时间:2006-07-21
修稿时间:2006年7月21日

Numerical analysis of construction displacements during structure-approaching of metro shield tunneling
XIA Yuan-you,ZHANG Liang-liang,WANG Ke-jing.Numerical analysis of construction displacements during structure-approaching of metro shield tunneling[J].Rock and Soil Mechanics,2008,29(5):1411-1414.
Authors:XIA Yuan-you  ZHANG Liang-liang  WANG Ke-jing
Institution:1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2. China Railway Siyuan Survey and Design Group Co..LTD, Wuhan 430063, China
Abstract:Based on controlling principle of metro construction and dynamic forecasting method of group pile-approached by shield tunneling, numerical simulation is adopted to simulate ground and structure group piles approached by shield tunneling of Hankou Railway Station according to design of Wuhan metro and two different displacement cases between no-loading ground and structure group piles approached by shield tunneling are analyzed. Finally, the impact of shield tunnel on city floor and construction could be derived to evaluate; and some helpful suggestions on construction safety control of shield tunneling approaching are offered.
Keywords:shield tunnel  construction control  numerical simulation  FLAC3D  
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