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Numerical Simulation on Top-down Construction Method of Subway Station in Hefei

机译:合肥地铁站自上而下施工方法的数值模拟

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The top-down construction method has complex construction organization and many courses. Whether on theory or practice, quite a lot of problems need to be solved. In this paper, researchers used the finite element program Midas GTS to simulate THE foundation pit excavation of subway station in Hefei which used top-down construction method. The purpose is to research the regulation of the ground settlement and deformation of retaining structure. According to the theoretical data, researchers can know what time and where the maximum of the horizontal deformation of retaining structure and ground settlement may appear. Researchers may predict the risk and take measures to prevent accidents. All of it will provide the theoretical data to serve engineering practice.
机译:自上而下的施工方法具有复杂的施工组织和许多课程。无论是理论还是实践,需要解决相当大的问题。在本文中,研究人员使用了MIDAS GTS的有限元项目,以模拟合肥地铁站的基坑挖掘,从而采用自上而下的施工方法。目的是研究对挡土结构的地面沉降和变形的调节。根据理论数据,研究人员可以了解什么时间,并且可以出现最大的水平变形和地面沉降的最大值。研究人员可能预测风险并采取措施来防止事故。所有它将提供理论数据,以提供工程实践。

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