Stability Analysis of Surrounding Rock for Diversion Tunnel of Hydropower Station
- DOI
- 10.2991/978-94-6239-600-5_6How to use a DOI?
- Keywords
- diversion tunnel; hydropower station; stability analysis; surrounding rock
- Abstract
The surrounding rock instability for hydropower diversion tunnels can cause progressive failure and catastrophic consequences, making proper support design critical. This study investigates diversion tunnel stability of hydropower station under complex geology, using numerical simulation to analyze deformation and plasticity of surrounding rock in different support scenarios. Results show unsupported excavation causes severe deformation and extensive plastic zones, while combined rock bolt-steel set support controls deformation effectively. The optimal scheme-9-m rock bolts with steel sets provides sufficient safety margin. The research results can provide reference for the design and construction of hydraulic tunnels.
- Copyright
- © 2026 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 - Ying Zhang AU - Shengjie Di PY - 2026 DA - 2026/02/26 TI - Stability Analysis of Surrounding Rock for Diversion Tunnel of Hydropower Station BT - Proceedings of the 2025 8th International Conference on Civil Architecture, Hydropower and Engineering Management (CAHEM 2025) PB - Atlantis Press SP - 40 EP - 48 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6239-600-5_6 DO - 10.2991/978-94-6239-600-5_6 ID - Zhang2026 ER -