{"title":"Machine learning-based optimization of foundation pit dewatering to reduce environmental impact","authors":"Xiao-Wei Li , Ye-Shuang Xu","doi":"10.1016/j.tust.2025.107167","DOIUrl":null,"url":null,"abstract":"<div><div>Foundation pit dewatering that combines waterproof curtain and dewatering well is typically adopted to ensure safety in foundation pit engineering, resulting in groundwater level drawdown (Δ<em>H</em>) and ground settlement (Δ<em>s</em>) outside the foundation pit. The parameters of the waterproof curtain and dewatering must be optimized to reduce the value of Δ<em>H</em> and Δ<em>s</em>. Conventionally, numerical simulations are used for design optimization. However, a substantially long computation time is required to simulate a large number of working conditions. This paper proposes an evolutionary multi-layer neural network (EMNN)-based model that combines the differential evolution algorithm (DEA) and multi-layer neural network (MNN) to optimize the design of foundation pit dewatering, considering Δ<em>H</em> as the control target. Based on the foundation pit dewatering engineering database in Shanghai, an optimization scheme is developed using the EMNN for a dewatering case in Shanghai. Compared with the original scheme, the filter length (<em>L</em>) of the optimal scheme is reduced by 2 m and the vertical position relative to the waterproof curtain (<em>R<sub>p</sub></em>) decreased by 4 m, and Δ<em>H</em> at an observation well outside the pit (5 m away from the waterproof curtain) reduced by 0.08 m. Numerical simulations are employed to calculate Δ<em>s</em> due to dewatering. Compared with the original scheme, the maximum value of Δ<em>s</em> at the observation well outside the pit and the influence range of ground settlement outside the pit of the optimal scheme are simultaneously reduced.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"168 ","pages":"Article 107167"},"PeriodicalIF":7.4000,"publicationDate":"2025-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779825008053","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Foundation pit dewatering that combines waterproof curtain and dewatering well is typically adopted to ensure safety in foundation pit engineering, resulting in groundwater level drawdown (ΔH) and ground settlement (Δs) outside the foundation pit. The parameters of the waterproof curtain and dewatering must be optimized to reduce the value of ΔH and Δs. Conventionally, numerical simulations are used for design optimization. However, a substantially long computation time is required to simulate a large number of working conditions. This paper proposes an evolutionary multi-layer neural network (EMNN)-based model that combines the differential evolution algorithm (DEA) and multi-layer neural network (MNN) to optimize the design of foundation pit dewatering, considering ΔH as the control target. Based on the foundation pit dewatering engineering database in Shanghai, an optimization scheme is developed using the EMNN for a dewatering case in Shanghai. Compared with the original scheme, the filter length (L) of the optimal scheme is reduced by 2 m and the vertical position relative to the waterproof curtain (Rp) decreased by 4 m, and ΔH at an observation well outside the pit (5 m away from the waterproof curtain) reduced by 0.08 m. Numerical simulations are employed to calculate Δs due to dewatering. Compared with the original scheme, the maximum value of Δs at the observation well outside the pit and the influence range of ground settlement outside the pit of the optimal scheme are simultaneously reduced.
期刊介绍:
Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.