Deformation of an existing metro station attachment structure under the influence of adjacent construction of a covered excavation pit
- DOI
- 10.2991/978-94-6463-336-8_14How to use a DOI?
- Keywords
- Pit construction; Metro station; Attachment structure; Numerical simulation; Deformation law
- Abstract
The existing metro station buildings closest to the cover excavation pit will inevitably be more damaged as a result of pit construction. A three-dimensional finite element model was created using ANSYS software based on a deep foundation pit adjacent to an existing metro station in Beijing to simulate the cover excavation pit construction process and discuss the impact of the pit construction process on the deformation of the attachment structures of the existing station. The distance between the existing structure and the new pit, as well as the shape of the existing structure and the connection between the attachment structure and the main station, all play a role in how much the existing station attachment structure is impacted by the tendency to sink during pit construction.
- Copyright
- © 2023 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 - Qingmeng Shen AU - Zhaotai Zhang AU - Chunqing Fu AU - Wenhui Ma AU - Zhiwei Yang AU - Min Yang AU - Weihua Yang AU - Jinpin Zou PY - 2023 DA - 2023/12/30 TI - Deformation of an existing metro station attachment structure under the influence of adjacent construction of a covered excavation pit BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 116 EP - 127 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_14 DO - 10.2991/978-94-6463-336-8_14 ID - Shen2023 ER -