跨活动断层隧道地震响应研究:进展与展望
DOI:
作者:
作者单位:

1. 天津大学 中国地震局地震工程综合模拟与城乡抗震韧性重点实验室,天津 300350;2. 天津大学 土木工程系,天津 300350;3. 河南工业大学 土木工程学院,郑州 4500014;4. 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;5. 中国地震局地球物理研究所,北京 100081.

作者简介:

通讯作者:

中图分类号:

基金项目:


The seismic response of cross- active fault tunnels: advances and prospects
Author:
Affiliation:

1. Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin University, Tianjin 300350, China; 2. Department of Civil Engineering, Tianjin University, Tianjin 300350, China; 3. College of Civil Engineering, Henan University of Technology, Zhengzhou, 450001, China; 4. Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China;5. Institute of Geophysics, China Earthquake Administration, Beijing, 100081.

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为满足特定交通需求或线路规划,重大隧道工程在建设过程中不可避免地面临跨越活动断层的风险。在强震与断层位错耦合作用下,隧道结构易发生结构损伤甚至局部坍塌。因此,跨断层隧道抗震设防已成为地震工程领域的热点问题。在系统梳理国内外相关研究成果的基础上,首先收集了跨活动断层隧道震害案例,归纳分析了断层蠕滑与粘滑作用下的结构损伤特征与致灾差异。随后,从物理模型试验、解析方法及数值模拟三个研究范式出发,深入综述了跨断层隧道地震响应的研究进展,并总结了现有抗震设防措施。最后,讨论了目前跨活动断层隧道抗震防灾研究亟需解决的关键问题。综述分析表明,现有研究对震错耦合作用机制及其对隧道响应的影响研究仍显不足。未来亟需融合地震学、地质学和工程学等多科理论深入厘清震错耦合机制,开发可实现断层错动与地震动同步输入的“同震同错”试验技术。此外,应推进发展精细化的多尺度数值模拟方法,构建能反映破碎带真实构造及动力特性的数值分析模型,以提升跨断层隧道抗震性能评估与设防设计的科学性与可靠性。综述分析可为跨断层隧道的抗震设计提供参考。

    Abstract:

    Major tunnel projects crossing active faults inevitably face seismic risks. Under the coupling effect of strong earthquakes and fault dislocation-seismic motion, tunnel structures are vulnerable to severe damage or partial collapse, making their seismic fortification a key topic in earthquake engineering. This study first systematically reviews domestic and international research, compiling seismic damage cases and comparing structural responses under fault creep and stick-slip faulting. Subsequently, advances in physical model testing, analytical methods, and numerical simulations are summarized, along with existing fortification measures. Finally, key challenges in the seismic safety of tunnels crossing active faults are identified. The review highlights the limited understanding of the fault dislocation-seismic motion coupling mechanism and its influence on tunnel response. Future research should integrate seismology, geology, engineering and other scientific theories to clarify this mechanism, and develop fault dislocation-seismic motion coupling experimental techniques that can realize the synchronous input of fault dislocation and seismic ground motion. In addition,refined multi-scale numerical simulations should be developed to build numerical analysis models that can reflect the real structure and dynamic characteristics of the fracture zone, so as to improve thereliability of seismic performance evaluation and fortification design of cross-fault tunnels. The summary and analysis can provide reference for the seismic design of cross-fault tunnel.

    参考文献
    相似文献
    引证文献
引用本文

巴振宁,王垚,李东桥,李小军,陈苏.跨活动断层隧道地震响应研究:进展与展望[J].防灾减灾工程学报,,():

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期:2025-08-22
  • 出版日期: