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大跨度铁路车站隧道过渡段施工力学行为研究
引用本文:李鸣冲.大跨度铁路车站隧道过渡段施工力学行为研究[J].水运科技信息,2012(3):51-53.
作者姓名:李鸣冲
作者单位:中铁第四勘察设计院集团有限公司,武汉430063
摘    要:以白云山车站隧道为依托,采用有限差分数值分析软件,对连拱与大跨度车站隧道过渡段进行了施工力学行为研究,获得了过渡段施工过程中隧道周边位移、塑性区和应力场的分布规律。

关 键 词:车站隧道过渡段  力学行为  数值模拟

Study on Mechanical Performance of the Construction of a Large-span Railway Station Tunnel
Li Mingchong.Study on Mechanical Performance of the Construction of a Large-span Railway Station Tunnel[J].Transportation Science & Technology,2012(3):51-53.
Authors:Li Mingchong
Institution:Li Mingchong (China Railway Siyuan Survey and Design Group Co. ,Ltd. ,Wuhan 430063,China)
Abstract:The mechanical performance of the changeover portion of a Large-span Railway Station Tunnel is studied by finite difference numerical analysis software, based on the construction of baiyun- shan railway station tunnel. The displacement, plasticity area and stress distribution of the changeover portion in the construction process are obtained.
Keywords:station tunnel  changeover portion  mechanical performance  numerical analysis
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