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毕继红, 吴丽艳. 列车荷载对桥梁及桩基下边坡的动力作用[J]. 岩土工程学报, 2005, 27(12): 1458-1462.
引用本文: 毕继红, 吴丽艳. 列车荷载对桥梁及桩基下边坡的动力作用[J]. 岩土工程学报, 2005, 27(12): 1458-1462.
BI Jihong, WU Liyan. Dynamic effect of running train on bridge and bank slope under pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1458-1462.
Citation: BI Jihong, WU Liyan. Dynamic effect of running train on bridge and bank slope under pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1458-1462.

列车荷载对桥梁及桩基下边坡的动力作用

Dynamic effect of running train on bridge and bank slope under pile foundation

  • 摘要: 研究了车辆荷载对桥梁及桩基下的边坡的动力作用,以李子沟特大桥为计算示例,建立了桥梁上下部、基础–边坡两个三维体系动力分析模型,采用大型工程分析软件ANSYS分析了大跨高墩桥梁在列车荷载作用下由于轨道不平顺引起的动力响应,以及对桩基下边坡产生的安全和稳定影响,并采用预应力锚索加固,以保证边坡的稳定性。

     

    Abstract: Dynamic effect of vehicle load on bridge and bank slope under pile foundation was investigated.Taking an calculating example of Lizi ditch special bridge,two three-dimensional dynamical analysis models for upper and lower departments of the bridge and for foundation-bank slope were set up respectively.The large-scale project analysis software ANSYS was adopted to analyze dynamic response of bridge with large span and tall piers and rail irregularity,and the security and stability of bank slope under pile foundation due to running train.Prestressing cables were adopled to strengthen the slope so as to ensure the stability of the bank slope.

     

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