Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)

Analysis of Factors Affecting the Water Inflow of Suspended Water Stop Curtain Foundation Pit Under Pressure Water Conditions

Authors
Kai Wang1, Zhenxi Ai1, Yihang Liu2, *, Kunyong Zhang2
1China Communications Construction Co., Ltd. No.3 Engineering Co., Ltd. Of CCCC First Highway Engineering Co., Ltd, Beijing, China
2Institute of Geo-Technical Engineering Science, Hohai University, Nanjing, China
*Corresponding author. Email: 2651771524@qq.com
Corresponding Author
Yihang Liu
Available Online 30 April 2025.
DOI
10.2991/978-94-6463-688-8_5How to use a DOI?
Keywords
suspended water stop curtain; water inflow; Yangtze River floodplain; pressurized water
Abstract

To analyze the factors affecting the water inflow of suspended water stop curtain foundation pits and study the water inflow patterns caused by the pressure reduction and precipitation process of pressurized water under different conditions, this paper adopts finite element numerical analysis method. Taking a suspended water stop curtain foundation pit project under construction in the water rich strata area of the Yangtze River floodplain as an example, by controlling a single variable, the factors that cause the water inflow of suspended water stop curtain foundation pits under the condition of containing pressurized water are analyzed one by one. The variation law of unit flow rate at half width of foundation pit with curtain distance under a single influencing factor is given. The results show that the inflow of confined water is directly proportional to the permeability coefficient, and both decrease with the increase of the depth of the water stop curtain; The water inflow increases with the increase of the water level drop in the foundation pit, decreases with the increase of the influence radius and increases with the increase of the excavation depth of the foundation pit; As the distance from the curtain increases, the amplitude of unit flow change gradually decreases; There is an optimal insertion depth.

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.

Download article (PDF)

Volume Title
Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)
Series
Advances in Engineering Research
Publication Date
30 April 2025
ISBN
978-94-6463-688-8
ISSN
2352-5401
DOI
10.2991/978-94-6463-688-8_5How 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  - Kai Wang
AU  - Zhenxi Ai
AU  - Yihang Liu
AU  - Kunyong Zhang
PY  - 2025
DA  - 2025/04/30
TI  - Analysis of Factors Affecting the Water Inflow of Suspended Water Stop Curtain Foundation Pit Under Pressure Water Conditions
BT  - Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)
PB  - Atlantis Press
SP  - 37
EP  - 45
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-688-8_5
DO  - 10.2991/978-94-6463-688-8_5
ID  - Wang2025
ER  -