Data-knowledge hybrid driven intelligent prediction method of tunnel excavation profiles geometric deformation

Applying digital twin technology to the tunnel excavation process enables intelligent tunnel construction, which is critical for ensuring construction safety and advancing intelligent building methods. However, the complex construction environment, involving numerous environmental factors and dynamic changes, poses challenges for traditional deformation prediction and analysis methods. These methods fail to systematically integrate the elements of the excavation scene to achieve accurate prediction. Therefore, this paper proposes a data-knowledge hybrid driven intelligent prediction method of tunnel excavation profile geometric deformation. A dynamic data-driven tunnel excavation knowledge extraction method is designed, along with the construction of a multi-process coupled tunnel excavation knowledge base. Additionally, a deep learning-based excavation profile deformation prediction model is developed, integrating the data-knowledge hybrid driven method to improve prediction performance. The experimental results demonstrate that the method proposed in this paper can significantly integrate and analyse the deformation elements of the tunnel excavation scene. It achieves intelligent prediction of the tunnel excavation profile geometric deformation, with reductions of 57.46%, 76.00%, and 53.12% in MAE, MSE, and RMSE, respectively, compared with the traditional prediction model. This method effectively enhances the deformation prediction accuracy of the tunnel excavation profile twin model.

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Publication Details

Journal
International Journal of Digital Earth
Published
2025-02-05
DOI
https://doi.org/10.1080/17538947.2025.2459317
Citations
5
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
4.77

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article

Data-knowledge hybrid driven intelligent prediction method of tunnel excavation profiles geometric deformation

Jun Zhu, Huixin Zhang, Jianlin Wu, Jianbo Lai et al.
5 citations
International Journal of Digital Earth
Tunneling and Rock Mechanics
4.77
article

Data-knowledge hybrid driven intelligent prediction method of tunnel excavation profiles geometric deformation

Jun Zhu, Huixin Zhang, Jianlin Wu, Jianbo Lai, Xiang Zeng, Heng Zhang, Jingyi Lu, Hongyue Zhao, Ya Hu, Ren Ying
article en
5 citations

Abstract

Applying digital twin technology to the tunnel excavation process enables intelligent tunnel construction, which is critical for ensuring construction safety and advancing intelligent building methods. However, the complex construction environment, involving numerous environmental factors and dynamic changes, poses challenges for traditional deformation prediction and analysis methods. These methods fail to systematically integrate the elements of the excavation scene to achieve accurate prediction. Therefore, this paper proposes a data-knowledge hybrid driven intelligent prediction method of tunnel excavation profile geometric deformation. A dynamic data-driven tunnel excavation knowledge extraction method is designed, along with the construction of a multi-process coupled tunnel excavation knowledge base. Additionally, a deep learning-based excavation profile deformation prediction model is developed, integrating the data-knowledge hybrid driven method to improve prediction performance. The experimental results demonstrate that the method proposed in this paper can significantly integrate and analyse the deformation elements of the tunnel excavation scene. It achieves intelligent prediction of the tunnel excavation profile geometric deformation, with reductions of 57.46%, 76.00%, and 53.12% in MAE, MSE, and RMSE, respectively, compared with the traditional prediction model. This method effectively enhances the deformation prediction accuracy of the tunnel excavation profile twin model.

International Journal of Digital EarthVol. 18(1)
Shanghai Tunnel Engineering Rail Transit Design & Research Institute (CN), Chengdu University (CN), China Railway Design Corporation (China) (CN), Chengdu Normal University (CN), Southwest Jiaotong University (CN)
National Natural Science Foundation of China, Chengdu Normal University, National Engineering Research Center of Building Technology
Climate action
Openalex Percentile: Top 6%
Tunneling and Rock Mechanics
4.77
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