A physics-constrained neural network for predicting excavation-induced ground surface settlement in clay

Accurate prediction of ground surface settlement (GSS) adjacent to an excavation is important to prevent potential damage to the surrounding environment. Previous studies have extensively delved into this topic but all under the limitations of either imprecise theories or insufficient data. In the present study, we proposed a physics-constrained neural network (PhyNN) for predicting excavation-induced GSS to fully integrate the theory of elasticity with observations and make full use of the strong fitting ability of neural networks (NNs). This model incorporates an analytical solution as an additional regularization term in the loss function to guide the training of NN. Moreover, we introduced three trainable parameters into the analytical solution so that it can be adaptively modified during the training process. The performance of the proposed PhyNN model is verified using data from a case study project. Results show that our PhyNN model achieves higher prediction accuracy, better generalization ability, and robustness than the purely data-driven NN model when confronted with data containing noise and outliers. Remarkably, by incorporating physical constraints, the admissible solution space of PhyNN is significantly narrowed, leading to a substantial reduction in the need for the amount of training data. The proposed PhyNN can be utilized as a general framework for integrating physical constraints into data-driven machine-learning models.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-10-11
DOI
https://doi.org/10.1016/j.jrmge.2024.05.054
Citations
4
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
1.46

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article

A physics-constrained neural network for predicting excavation-induced ground surface settlement in clay

Shaoming Liao, Yifeng Yang, Bak Koon Teoh, Mengbo Liu et al.
4 citations
Journal of Rock Mechanics and Geotechnical Engineering
Geotechnical Engineering and Analysis
1.46
article

A physics-constrained neural network for predicting excavation-induced ground surface settlement in clay

Shaoming Liao, Yifeng Yang, Bak Koon Teoh, Mengbo Liu, Zewen Li, Lisheng Chen
article en
4 citations

Abstract

Accurate prediction of ground surface settlement (GSS) adjacent to an excavation is important to prevent potential damage to the surrounding environment. Previous studies have extensively delved into this topic but all under the limitations of either imprecise theories or insufficient data. In the present study, we proposed a physics-constrained neural network (PhyNN) for predicting excavation-induced GSS to fully integrate the theory of elasticity with observations and make full use of the strong fitting ability of neural networks (NNs). This model incorporates an analytical solution as an additional regularization term in the loss function to guide the training of NN. Moreover, we introduced three trainable parameters into the analytical solution so that it can be adaptively modified during the training process. The performance of the proposed PhyNN model is verified using data from a case study project. Results show that our PhyNN model achieves higher prediction accuracy, better generalization ability, and robustness than the purely data-driven NN model when confronted with data containing noise and outliers. Remarkably, by incorporating physical constraints, the admissible solution space of PhyNN is significantly narrowed, leading to a substantial reduction in the need for the amount of training data. The proposed PhyNN can be utilized as a general framework for integrating physical constraints into data-driven machine-learning models.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(5)
Tongji University (CN), Nanyang Technological University (SG), Shanghai Urban Construction Design and Research Institute (Group) (CN), Shanghai Construction Group (China) (CN)
National Natural Science Foundation of China, China Scholarship Council
Sustainable cities and communities
Openalex Percentile: Top 18%
Geotechnical Engineering and Analysis
1.46
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