A lightweight physics‐data‐driven method for real‐time prediction of subgrade settlements induced by shield tunneling

Real-time prediction of subgrade settlement caused by shield tunneling is crucial in engineering applications. However, data-driven methods are prone to overfitting, while physical methods rely on certain assumptions, making it difficult to select satisfactory parameters. Although there are currently physics-data-driven methods, they typically require extensive iterative calculations with physical models, which makes them unavailable for real-time prediction. This paper introduces a lightweight physics-data-driven method for predicting subgrade settlement caused by shield tunneling. The core concept involves using a single calculation of the physical model to provide a weak constraint. A deep learning network is then designed to capture spatiotemporal correlations based on ConvLSTM. By iteratively incorporating real-time data, the learning of physical constraints is further enhanced. This method combines the predictive power of data-driven method with the reasonable constraints of physical laws, validated a good performance in a practical project. The results demonstrate that this method meets real-time prediction requirements in engineering, achieving an coefficient of determination of 0.980, a root mean square error of 0.22 mm, and a mean absolute error of 0.15 mm. Furthermore, it outperforms both physical and data-driven models and demonstrates good generalization performance. This study provides effective guidance for engineering practices.

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Publication Details

Journal
Computer-Aided Civil and Infrastructure Engineering
Published
2025-05-19
DOI
https://doi.org/10.1111/mice.13512
Citations
9
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
11.73

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article

A lightweight physics‐data‐driven method for real‐time prediction of subgrade settlements induced by shield tunneling

Bettina Detmann, Weifan Lin, Guankai Wang, Zhiyao Tian et al.
9 citations
Computer-Aided Civil and Infrastructure Engineering
Geotechnical Engineering and Analysis
11.73
article

A lightweight physics‐data‐driven method for real‐time prediction of subgrade settlements induced by shield tunneling

Bettina Detmann, Weifan Lin, Guankai Wang, Zhiyao Tian, Jiahui Chen, Shunhua Zhou, Tong Zhou, Shan Yao, Giovanni S. Alberti
article en
9 citations

Abstract

Real-time prediction of subgrade settlement caused by shield tunneling is crucial in engineering applications. However, data-driven methods are prone to overfitting, while physical methods rely on certain assumptions, making it difficult to select satisfactory parameters. Although there are currently physics-data-driven methods, they typically require extensive iterative calculations with physical models, which makes them unavailable for real-time prediction. This paper introduces a lightweight physics-data-driven method for predicting subgrade settlement caused by shield tunneling. The core concept involves using a single calculation of the physical model to provide a weak constraint. A deep learning network is then designed to capture spatiotemporal correlations based on ConvLSTM. By iteratively incorporating real-time data, the learning of physical constraints is further enhanced. This method combines the predictive power of data-driven method with the reasonable constraints of physical laws, validated a good performance in a practical project. The results demonstrate that this method meets real-time prediction requirements in engineering, achieving an coefficient of determination of 0.980, a root mean square error of 0.22 mm, and a mean absolute error of 0.15 mm. Furthermore, it outperforms both physical and data-driven models and demonstrates good generalization performance. This study provides effective guidance for engineering practices.

Computer-Aided Civil and Infrastructure EngineeringVol. 40(21)
Tongji University (CN), City University of Hong Kong (HK), University of Duisburg-Essen (DE), University of Genoa (IT), University of Hong Kong (HK)
National Natural Science Foundation of China
Openalex Percentile: Top 1%
Geotechnical Engineering and Analysis
11.73
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