多步堆载条件下一维土体固结的区域分解物理信息神经网络

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Hao Zhang , Bokai Song , Linlong Zuo , Lin Li
{"title":"多步堆载条件下一维土体固结的区域分解物理信息神经网络","authors":"Hao Zhang ,&nbsp;Bokai Song ,&nbsp;Linlong Zuo ,&nbsp;Lin Li","doi":"10.1016/j.trgeo.2025.101722","DOIUrl":null,"url":null,"abstract":"<div><div>Physics-Informed Neural Networks (PINNs) have become a powerful framework for solving both forward and inverse problems governed by partial differential equations, particularly when observational data are sparse or boundary conditions are complex. This study proposes a domain-decomposed PINN (DD-PINN) approach to model one-dimensional soil consolidation under multi-stage surcharge loading. By introducing a temporal subdomain partitioning strategy, separate neural networks are assigned to each loading interval, enabling the model to effectively capture discontinuities and improve training stability. The method is applied to both forward and inverse settings. In the forward problem, the model predicts the dissipation of excess pore water pressure under time-dependent surface loads and varying boundary drainage conditions. In the inverse problem, the coefficient of consolidation is identified from sparse observations by treating it as a trainable parameter within the neural network. Numerical experiments under different drainage conditions validate the accuracy and robustness of the proposed approach. The subdomain-based PINN demonstrates superior performance compared to conventional single-network architectures in terms of predictive accuracy and error convergence. This work highlights the potential of physics-informed deep learning in geotechnical modeling and provides a foundation for future applications involving nonlinear material behavior, multidimensional domains, or field-monitored datasets.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"55 ","pages":"Article 101722"},"PeriodicalIF":5.5000,"publicationDate":"2025-09-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Domain-decomposed physics-informed neural network for one-dimensional soil consolidation under multi-step surcharge loading\",\"authors\":\"Hao Zhang ,&nbsp;Bokai Song ,&nbsp;Linlong Zuo ,&nbsp;Lin Li\",\"doi\":\"10.1016/j.trgeo.2025.101722\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Physics-Informed Neural Networks (PINNs) have become a powerful framework for solving both forward and inverse problems governed by partial differential equations, particularly when observational data are sparse or boundary conditions are complex. This study proposes a domain-decomposed PINN (DD-PINN) approach to model one-dimensional soil consolidation under multi-stage surcharge loading. By introducing a temporal subdomain partitioning strategy, separate neural networks are assigned to each loading interval, enabling the model to effectively capture discontinuities and improve training stability. The method is applied to both forward and inverse settings. In the forward problem, the model predicts the dissipation of excess pore water pressure under time-dependent surface loads and varying boundary drainage conditions. In the inverse problem, the coefficient of consolidation is identified from sparse observations by treating it as a trainable parameter within the neural network. Numerical experiments under different drainage conditions validate the accuracy and robustness of the proposed approach. The subdomain-based PINN demonstrates superior performance compared to conventional single-network architectures in terms of predictive accuracy and error convergence. This work highlights the potential of physics-informed deep learning in geotechnical modeling and provides a foundation for future applications involving nonlinear material behavior, multidimensional domains, or field-monitored datasets.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"55 \",\"pages\":\"Article 101722\"},\"PeriodicalIF\":5.5000,\"publicationDate\":\"2025-09-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214391225002417\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225002417","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

物理信息神经网络(pinn)已经成为解决由偏微分方程控制的正反问题的强大框架,特别是当观测数据稀疏或边界条件复杂时。本研究提出了一种区域分解PINN (DD-PINN)方法来模拟多阶段附加荷载作用下的一维土壤固结。通过引入时间子域划分策略,将不同的神经网络分配到每个加载区间,使模型能够有效地捕获不连续点,提高训练稳定性。该方法适用于正向和反向设置。在正演问题中,该模型预测了随时间变化的表面荷载和不同边界排水条件下的超孔隙水压力耗散。在反问题中,将固结系数作为神经网络中的可训练参数,从稀疏观测中识别固结系数。不同排水条件下的数值实验验证了该方法的准确性和鲁棒性。与传统的单网络架构相比,基于子域的PINN在预测精度和误差收敛方面表现出优越的性能。这项工作突出了物理信息深度学习在岩土建模中的潜力,并为涉及非线性材料行为、多维域或现场监测数据集的未来应用奠定了基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Domain-decomposed physics-informed neural network for one-dimensional soil consolidation under multi-step surcharge loading
Physics-Informed Neural Networks (PINNs) have become a powerful framework for solving both forward and inverse problems governed by partial differential equations, particularly when observational data are sparse or boundary conditions are complex. This study proposes a domain-decomposed PINN (DD-PINN) approach to model one-dimensional soil consolidation under multi-stage surcharge loading. By introducing a temporal subdomain partitioning strategy, separate neural networks are assigned to each loading interval, enabling the model to effectively capture discontinuities and improve training stability. The method is applied to both forward and inverse settings. In the forward problem, the model predicts the dissipation of excess pore water pressure under time-dependent surface loads and varying boundary drainage conditions. In the inverse problem, the coefficient of consolidation is identified from sparse observations by treating it as a trainable parameter within the neural network. Numerical experiments under different drainage conditions validate the accuracy and robustness of the proposed approach. The subdomain-based PINN demonstrates superior performance compared to conventional single-network architectures in terms of predictive accuracy and error convergence. This work highlights the potential of physics-informed deep learning in geotechnical modeling and provides a foundation for future applications involving nonlinear material behavior, multidimensional domains, or field-monitored datasets.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信