Influence of Groundwater on the Deformation During Foundation Pit Excavation and Finite Element Analysis
- DOI
- 10.2991/978-94-6463-688-8_3How to use a DOI?
- Keywords
- foundation pit precipitation; coupling analysis; engineering detection and numerical simulation
- Abstract
With the increase of foundation pit excavation depth, the influence of groundwater on the horizontal displacement of the envelope structure during foundation pit excavation is becoming more and more obvious. The coupling of the sedimentation mechanism and the stress field is analyzed, the deformation of the excavation is monitored and the detection results are analyzed. Taking section 5 of Suzhou Chunshenhu Road rapid transformation project as an example, ABAQUS finite element analysis software constructs a two-dimensional numerical model of deep foundation pit and adjacent buildings, which simulates the influence on the surrounding environment in the whole construction process of excavation and support precipitation. Through the theoretical analysis of the seepage field and stress field related to the foundation pit precipitation, the actual settlement can be effectively reacted and described.
- 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 - Jiangsheng Xie AU - Jiayu Li PY - 2025 DA - 2025/04/30 TI - Influence of Groundwater on the Deformation During Foundation Pit Excavation and Finite Element Analysis BT - Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024) PB - Atlantis Press SP - 13 EP - 24 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-688-8_3 DO - 10.2991/978-94-6463-688-8_3 ID - Xie2025 ER -