{"title":"Domain-decomposed physics-informed neural network for one-dimensional soil consolidation under multi-step surcharge loading","authors":"Hao Zhang , Bokai Song , Linlong Zuo , 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}
引用次数: 0
Abstract
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.
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.