Seismic Dynamic Response Analysis of Tunnel Structures Across Fault Fracture Zones
- DOI
- 10.2991/978-94-6463-726-7_75How to use a DOI?
- Keywords
- tunnel seismicity; fault fracture zone; numerical simulation; seismic mitigation measures
- Abstract
The objective of this research is to assess the seismic-induced dynamic reactions of tunnels in fault-fragmented areas and to explore efficient seismic countermeasures. Using the Tajikistan-China Highway Phase II as a reference, a numerical simulation is conducted to create a model that emulates seismic wave propagation based on collected data. The study reveals a significant increase in stress response of tunnels in the fault-fragmented region, especially near fault misalignment interfaces. The application of seismic-resistant measures has been demonstrated to greatly reduce the structural response of the tunnels. Employing damping strategies in the fault-fracture zone and its vicinity can significantly decrease both the dynamic response of the tunnel and the potential for seismic harm, highlighting the significance of such strategies in the seismic design of tunnels.
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Bin Zhi AU - Changwei Li AU - XiaoKun Li PY - 2025 DA - 2025/06/13 TI - Seismic Dynamic Response Analysis of Tunnel Structures Across Fault Fracture Zones BT - Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024) PB - Atlantis Press SP - 747 EP - 755 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-726-7_75 DO - 10.2991/978-94-6463-726-7_75 ID - Zhi2025 ER -