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1.北京工业大学城市与工程安全减灾教育部重点实验室,北京100124
2.北京科技大学 城市地下空间工程北京市重点实验室, 北京100083
Received:10 January 2025,
Revised:2025-02-13,
Published:28 April 2026
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赵旭,刘轩宇,黄景琦等.走滑断层错动下高速铁路隧‑轨系统变形及损伤研究[J].防灾减灾工程学报,2026,46(02):360-368.
ZHAO Xu,LIU Xuanyu,HUANG Jingqi,et al.Research on Deformation and Damage of High‑speed Railway Tunnel‑track System under Strike‑slip Fault Dislocation[J].Journal of Disaster Prevention and Mitigation Engineering,2026,46(02):360-368.
赵旭,刘轩宇,黄景琦等.走滑断层错动下高速铁路隧‑轨系统变形及损伤研究[J].防灾减灾工程学报,2026,46(02):360-368. DOI: 10.13409/j.cnki.jdpme.20250110003.
ZHAO Xu,LIU Xuanyu,HUANG Jingqi,et al.Research on Deformation and Damage of High‑speed Railway Tunnel‑track System under Strike‑slip Fault Dislocation[J].Journal of Disaster Prevention and Mitigation Engineering,2026,46(02):360-368. DOI: 10.13409/j.cnki.jdpme.20250110003.
高铁隧道抗震研究的现有工作大多聚焦于衬砌及其与围岩的相互作用,对板式无砟轨道的损伤以及列车通行功能的评估研究尚不够深入。研究目的是通过引入混凝土塑性损伤本构模型以及轨道不平顺分析方法,分析走滑断层错动下高铁隧道‑轨道系统的损伤演化规律及其对轨道通行能力的影响。利用Abaqus软件建立精细化有限元数值模型,开展了典型工况的模拟和分析,揭示了隧道和轨道在地震作用下的损伤机制。研究结果表明,隧道的通行功能最先受到影响,主要表现为轨道不平顺,这一现象通常会在轨道和衬砌结构出现明显损伤之前发生。当断层错动量达到一定阈值时,隧道衬砌结构才会遭受严重损伤,进一步影响其稳定性和安全性。通过数值模拟和分析,揭示隧道‑轨道系统在地震作用下的损伤演进机制,为强震区高铁隧道系统的地震损伤与变形风险评估提供理论支持和技术指导,为未来高铁隧道的抗震设计与优化提供了新的思路和方法。
Existing studies on the seismic performance of high-speed railway (HSR) tunnels primarily focus on the lining and its interaction with the surrounding rock
while studies on the damage of slab ballastless tracks and the evaluation of train operational function remain insufficient. This study aims to analyze the damage evolution of the HSR tunnel-track system and its impact on track serviceability under strike-slip fault dislocation by introducing a concrete plastic damage constitutive model and a track irregularity analysis method. A refined finite element model was established using Abaqus software to simulate and analyze typical working conditions
revealing the damage mechanisms of the tunnels and tracks under seismic action. The results indicated that the operational function of the tunnel was affected first
primarily manifested as track irregularities
which typically occurred before significant damage in the track and lining structure. Severe damage to the tunnel lining structure occurred only when the fault dislocation reached a certain threshold
further affecting its stability and safety. Through numerical simulation and analysis
this study reveals the damage evolution mechanism of the tunnel-track system under seismic action
providing theoretical support and technical guidance for the assessment of seismic damage and deformation risks of HSR tunnel systems in strong seismic regions of China. It also offers new insights and methods for the future seismic design and optimization of HSR tunnels.
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