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临近既有高铁桥梁的场区填筑设计研究
引用本文:邓建义. 临近既有高铁桥梁的场区填筑设计研究[J]. 路基工程, 2017, 0(5): 145-147. DOI: 10.13379/j.issn.1003-8825.2017.05.32
作者姓名:邓建义
作者单位:中国铁路设计集团有限公司, 天津 300251
摘    要:针对华北平原某临近既有高速铁路桥梁的动车运用所场区填筑,按照不同填筑距离、不同填料运用有限元计算了场区填方产生附加荷载引起既有高速铁路桥梁的沉降变形,综合养护要求和沉降变形计算结果,提出了合理的填筑间距和轻质填料填筑要求。

关 键 词:临近高速铁路   场区填筑   沉降变形   轻质填料   填筑间距
收稿时间:2019-11-09

Study on Filling Design of Sites near the Existing High-speed Railway Bridge
Abstract:The paper is based on the filling of motor vehicle application site of a high-speed railway bridge in the North China Plain, according to the different filling distance and different packing and using finite element method, the settlement deformation of the bridge of high speed railway resulting from the additional load caused by the filling is calculated. Combining the maintenance requirement of the railway authority with the settlement deformation calculation results, this paper puts forward the reasonable filling space and the requirement of the light packing, which provides reference for the similar projects in the future.
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