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铁路荷载对邻近桥梁桩基侧向力学特性影响分析
引用本文:马鹏,邱恩喜,姚裕春,孙希望,张蕊.铁路荷载对邻近桥梁桩基侧向力学特性影响分析[J].路基工程,2022,0(2):125-129.
作者姓名:马鹏  邱恩喜  姚裕春  孙希望  张蕊
作者单位:1.中铁二院工程集团有限责任公司,成都 610031
基金项目:四川省科技计划项目:高速铁路红层泥岩地基膨胀性细观力学行为研究(2020YJ0416)
摘    要:某铁路以路基形式在沙坪镇特大桥下穿川南城际铁路,两条铁路在穿越区域同期建设,为从设计源头消除路基形式铁路对穿越桥梁形式铁路的附加水平应力影响,基于有限元软件,在施工阶段和运营阶段下,对桥梁桩基的附加水平应力问题进行研究,并与理论计算结果进行对比分析.研究发现:铁路荷载对同一承台下的桩基影响存在差异,应力重分布与荷载作用...

关 键 词:铁路荷载  有限元  理论计算  桥梁桩基  附加水平应力
收稿时间:2022-01-21

Influence Analysis on Lateral Mechanical Characteristics of Adjacent Bridge Pile Foundation under Railway Load
Abstract:A certain railway traverses the Southern Sichuan Intercity Railway under the Shaping Town Bridge in the form of a roadbed. The two railways were constructed in the crossing area at the same time. In order to eliminate the additional horizontal stress effect of the roadbed railway on the bridge type railway from the design source, based on the finite element software, in the construction and operation stages, the additional horizontal stress of the bridge pile foundation was studied. And compared with the theoretical calculation results, it was found that the influence of the railway load on the pile foundation under the same cap was different. The redistribution of stress is closely related to the position of the load and the terrain fluctuations, and its research results have certain reference value for the analysis of similar problems.
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