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刘国彬, 李文勇. 地铁车站诱导缝位移的分析计算[J]. 岩土工程学报, 2000, 22(2): 195-198.
引用本文: 刘国彬, 李文勇. 地铁车站诱导缝位移的分析计算[J]. 岩土工程学报, 2000, 22(2): 195-198.
Liu Guobin, Li Wenyong. A method to calculate the displacement of induction joint in the metro station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 195-198.
Citation: Liu Guobin, Li Wenyong. A method to calculate the displacement of induction joint in the metro station[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 195-198.

地铁车站诱导缝位移的分析计算

A method to calculate the displacement of induction joint in the metro station

  • 摘要: 在目前上海的地铁建设中 ,探索采用诱导缝的方法释放地铁车站的纵向内力 ,同时控制车站的纵向变形 ,取得了较好的效果。但是尚无一种较为准确的设计计算方法。本文针对这一问题 ,通过对上海地铁二号线杨高路地铁车站大量布点实测数据的分析 ,结合理论推导得出一种计算地铁车站诱导缝位移的方法。

     

    Abstract: Now in the metro construction in Shanghai,it is effective to use induction joint to release the longitude stress and decrease differential settlement of the metro station.But there is no feasible method to calculate and design it.This paper suggests a semi theoretical method to calculate its displacement,based on the analysis of measured data from Yanggao road station of Shanghai metro lineⅡ.

     

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