Research on Seepage Field of Fuzhou Metro Line 4 under The Guangminggang River Section Based on Numerical Simulation
- DOI
- 10.2991/978-94-6463-429-7_8How to use a DOI?
- Keywords
- numerical simulation; seepage field; underwater tunnel; pore pressure; grouting
- Abstract
With the increase of economy, traffic congestion is becoming increasingly serious. Underground rail transit projects such as subways and underwater tunnels have been vigorously developed. The seepage field of the Guangminggang section of Fuzhou Metro Line 4 and ABAQUS software was selected for numerical simulation analysis. Based on the simulated results of pore pressure, seepage velocity, and settlement around the tunnel, the effectiveness of grouting on stability of tunnel is discussed. Based on the simulated analysis results of the seepage field, the related construction control measures are proposed. The obtained results can provide technical reference for the construction of similar underwater tunnel.
- Copyright
- © 2024 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 - Shaozhong Peng AU - Xiang Xiao AU - Jie Yuan AU - Yiheng Pan AU - Hongpu Xu PY - 2024 DA - 2024/06/07 TI - Research on Seepage Field of Fuzhou Metro Line 4 under The Guangminggang River Section Based on Numerical Simulation BT - Proceedings of the 2024 7th International Conference on Structural Engineering and Industrial Architecture (ICSEIA 2024) PB - Atlantis Press SP - 59 EP - 66 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-429-7_8 DO - 10.2991/978-94-6463-429-7_8 ID - Peng2024 ER -