Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)

Effect of Submarine Slope Inclination on Seismic Response of Deep Tunnels

Authors
Wang Xiong1, 2, Zhendong Shan1, 2, *
1Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, People’s Republic of China
2Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin, 150080, People’s Republic of China
*Corresponding author. Email: shanzhendong@gmail.com
Corresponding Author
Zhendong Shan
Available Online 28 July 2025.
DOI
10.2991/978-94-6463-793-9_95How to use a DOI?
Keywords
Tunnel; Lining internal forces; Seawater-sediment-bedrock model; Double-layer site; Permeability coefficient
Abstract

Unlike horizontal seabeds, offshore seabeds typically exhibit varying inclination angles. This inclined topography alters both the propagation paths and reflection characteristics of seismic waves, leading to significant variations in seismic impacts across different seabed zones. As a key structural element on offshore seabeds, analyzing extreme internal forces in tunnel cross-sections enables more economical and safer designs for different tunnel segments.Based on a layered seabed model (seawater-sediment-bedrock), this study calculates the stress field at the tunnel center under P-waves transmitted from bedrock, and further determines peak internal forces in tunnel linings. By systematically investigating the effects of seabed inclination angle, sediment permeability coefficient on lining force extremes, this research provides critical insights for offshore tunnel design. Key findings include:Seabed inclination predominantly influences seismic response characteristics under long-period ground motions, with tunnel lining thrust and bending moments escalating significantly as inclination increases; Except in low-frequency ranges, the most pronounced inclination effects on lining forces occur near the seabed's natural frequency; At constant inclination, reduced permeability coefficients lead to progressive increases in lining internal forces under low-frequency seismic actions.

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.

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Volume Title
Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
Series
Atlantis Highlights in Engineering
Publication Date
28 July 2025
ISBN
978-94-6463-793-9
ISSN
2589-4943
DOI
10.2991/978-94-6463-793-9_95How to use a DOI?
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  - Wang Xiong
AU  - Zhendong Shan
PY  - 2025
DA  - 2025/07/28
TI  - Effect of Submarine Slope Inclination on Seismic Response of Deep Tunnels
BT  - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
PB  - Atlantis Press
SP  - 1128
EP  - 1143
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-793-9_95
DO  - 10.2991/978-94-6463-793-9_95
ID  - Xiong2025
ER  -