Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL Soils and Foundations Pub Date : 2025-02-01 Epub Date: 2024-12-27 DOI:10.1016/j.sandf.2024.101556
Hao-Qing Yang , Chao Shi , Lulu Zhang
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Abstract

The determination of the soil–water characteristic curve (SWCC) is crucial for hydro-mechanical modelling and analysis of soil slopes. Conventional inverse analysis often relies on a predetermined SWCC model for parameter estimation. However, the selection of SWCC functions heavily relies on engineering judgement, which may be subjective and biased. Moreover, the estimation of multiple governing parameters for a preselected function form from limited site-specific data is a nontrivial task, particularly for inexperienced engineering practitioners. To explicitly address this challenge, this study proposes an ensemble learning framework that leverages physics-informed neural networks (PINN) for parameter estimation. Multiple representative SWCCs following different function forms are compiled, providing flexible learning bases to construct arbitrary SWCC. For a specific slope, the most compatible basis combination is adaptively selected based on limited site-specific measurements before being mobilized for forward predictions of hydraulic behavior. The proposed method is illustrated through a hypothetical example and a real slope project at Jalan Kukoh, Singapore. Results indicate that the ensemble learning framework can accurately estimate SWCC functions and the associated pore pressure distributions from limited measurements in a data-driven and physics-informed manner. The robustness of the method has also been demonstrated through a series of sensitivity analyses, showcasing the capability of PINN for unsaturated hydraulic seepage modelling and SWCC estimation during rainfall conditions.
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基于物理信息神经网络的非饱和渗流土-水特征曲线集成学习
土-水特征曲线(SWCC)的确定是土坡水力学建模和分析的关键。传统的逆分析通常依赖于预定的SWCC模型进行参数估计。然而,SWCC功能的选择在很大程度上依赖于工程判断,这种判断可能是主观的和有偏见的。此外,从有限的场地特定数据中预选择函数形式的多个控制参数的估计是一项非平凡的任务,特别是对于没有经验的工程从业者。为了明确解决这一挑战,本研究提出了一个集成学习框架,该框架利用物理信息神经网络(PINN)进行参数估计。编译了多个具有代表性的不同函数形式的SWCC,为构建任意SWCC提供了灵活的学习基础。对于特定的斜坡,在进行水力行为的预测之前,根据有限的场地特定测量自适应地选择最兼容的基组合。通过一个假设的例子和新加坡Jalan Kukoh的实际边坡工程来说明所提出的方法。结果表明,集成学习框架可以以数据驱动和物理信息的方式,从有限的测量中准确地估计SWCC函数和相关的孔隙压力分布。该方法的鲁棒性也通过一系列敏感性分析得到了证明,展示了PINN在降雨条件下非饱和水力渗流建模和SWCC估计的能力。
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来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
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