Machine learning-based optimization of foundation pit dewatering to reduce environmental impact

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xiao-Wei Li , Ye-Shuang Xu
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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.
基于机器学习的基坑降水优化,减少环境影响
基坑工程为保证安全,一般采用防水帷幕与降水井相结合的基坑降水方式,造成基坑外地下水位下降(ΔH)和地面沉降(Δs)。必须对防水帷幕和脱水参数进行优化,降低ΔH和Δs的值。传统上,数值模拟用于设计优化。但是,要模拟大量的工况,需要相当长的计算时间。本文以ΔH为控制目标,提出了一种结合差分进化算法(DEA)和多层神经网络(MNN)的基于进化多层神经网络(EMNN)的基坑降水优化设计模型。以上海市基坑降水工程数据库为基础,针对上海市某基坑降水工程实例,提出了一种基于EMNN的优化方案。与原方案相比,优化方案滤光器长度L减小2 m,相对于防水幕的垂直位置Rp减小4 m,距防水幕5 m的基坑外观测井ΔH减小0.08 m。采用数值模拟方法对Δs进行了脱水计算。与原方案相比,优化方案在坑外观测井处的最大值Δs和坑外地面沉降的影响范围同时减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
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.
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