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邻近既有线深基坑开挖过程中的动力响应分析
引用本文:李梅芳,肖军华,宫全美,周顺华.邻近既有线深基坑开挖过程中的动力响应分析[J].华东交通大学学报,2011(5):93-97.
作者姓名:李梅芳  肖军华  宫全美  周顺华
作者单位:同济大学道路与交通工程重点实验室;
摘    要:随着全国铁路网的扩大,许多既有车站需要在维持既有线路运营的情况下进行改扩建,在这些工程中存在既有线列车荷载作用下基坑与线路之间相互影响的问题.该文以某邻近既有线施工在深基坑开挖工程为例,对此问题进行分析.根据系统动力学、有限元理论,建立铁路路基-土体-邻近线路基坑-支护结构数值计算模型,分析列车振动荷栽作用下,邻近既有...

关 键 词:邻近既有线  深基坑  动力响应  变形

Dynamic Analysis of the Interaction between the Existed Line and the Foundation System during Excavation
Li Meifang,Xiao Junhua,Gong Quanmei,Zhou Shunhua.Dynamic Analysis of the Interaction between the Existed Line and the Foundation System during Excavation[J].Journal of East China Jiaotong University,2011(5):93-97.
Authors:Li Meifang  Xiao Junhua  Gong Quanmei  Zhou Shunhua
Institution:Li Meifang,Xiao Junhua,Gong Quanmei,Zhou Shunhua(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China)
Abstract:With the expansion of the national rail network,many existed rail stations have to be enlarged with-out disturbing transportation of existed lines.The most serious problem in these projects is the interaction be-tween the new excavation pit and the adjacent railway lines,especially influence of running trains on the stabili-ty of the adjacent foundation.This paper analyzes this issue based on a practical engineering project in Suzhou.By establishing the numerical model of roadbed-ground-ditch-supporting str...
Keywords:near the existed lines  deep foundation  dynamic response  displacement  
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