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公路路基结构下穿高速铁路桥梁可行性研究

Feasibility Study on Road Subgrade Structure Crossing beneath a High-speed Railway Bridge

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为研究某公路路基结构下穿高速铁路桥梁设计和施工方案可行性,以该公路下穿高速铁路为工程应用实例,通过有限元分析软件MIDAS-GTS模拟施工过程,并结合现场实时监测对设计及施工方案进行评估.研究结果表明:不同施工阶段高速铁路桥墩墩顶的各方向附加变形均符合标准要求,公路路基结构下穿高速铁路桥梁设计及施工方案可行,沉降监测曲线与理论分析曲线较为吻合,通过仿真模拟来评估设计方案是可行的.
To assess the feasibility of the design and construction scheme for a road subgrade structure crossing beneath a high-speed railway bridge,this study took a real case where a highway intersects the railway line.The construction process was simulated using the finite element analysis software MIDAS-GTS,complemented by real-time monitoring data to evaluate the design and construction scheme.The results indicate that the additional displacements in all directions at the top of the high-speed railway bridge piers throughout the various construction stages comply with standard requirements.The proposed design and construction scheme for the road subgrade crossing beneath the high-speed railway bridge is deemed feasible,with the observed settlement monitoring curves closely aligning with theoretical analysis.Using simulation modeling to appraise design solutions in this context is thus deemed viable.

high-speed railway bridgesubgradetheoretical analysissimulationsettlementmonitoring

刁云峰、刘玉玲、崔素花

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中国铁路北京局集团有限公司,北京 100070

中路高科交通检测检验认证有限公司,北京 100088

江苏建筑职业技术学院,江苏 徐州 221000

高速铁路桥梁 路基 理论分析 仿真模拟 沉降 监测

2024

高速铁路技术
中国中铁二院工程集团有限责任公司

高速铁路技术

影响因子:0.398
ISSN:1674-8247
年,卷(期):2024.15(5)