AI-driven hybrid deep learning for real-time excavation risk assessment in deep foundation pit engineering

Excavation of the deep foundation pit is a challenging organisation due to unstable soil, groundwater seepage, and structural failures. Traditional risk assessments are useful but computationally expensive and inflexible to real-time conditions. This study then proposes a hybrid deep learning model that integrates CNN, LSTM and transformer architectures for improving excavation risk prediction. FEM data are used to capture spatial features, LSTM models sequential deformations, and the transformer incorporating multi-source geotechnical data. The model was validated on a Shanghai excavation project with an RMSE of 2.90 mm, which outperforms FEM, CNN-LSTM and transformer only. In addition, it achieved 94.5% F1 score for failure detection and had reduced inference time to 1.4 seconds. The accuracy and speed of these results provides confidence in the model to be deployed in real-time for safety monitoring and AI based geotechnical risk management.

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Publication Details

Journal
International Journal of Information and Communication Technology
Published
2025-01-01
DOI
https://doi.org/10.1504/ijict.2025.146699
Primary Topic
Tunneling and Rock Mechanics
Type
article
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article

AI-driven hybrid deep learning for real-time excavation risk assessment in deep foundation pit engineering

Xuhui Luo
International Journal of Information and Communication Technology
Tunneling and Rock Mechanics
article

AI-driven hybrid deep learning for real-time excavation risk assessment in deep foundation pit engineering

Xuhui Luo
article en

Abstract

Excavation of the deep foundation pit is a challenging organisation due to unstable soil, groundwater seepage, and structural failures. Traditional risk assessments are useful but computationally expensive and inflexible to real-time conditions. This study then proposes a hybrid deep learning model that integrates CNN, LSTM and transformer architectures for improving excavation risk prediction. FEM data are used to capture spatial features, LSTM models sequential deformations, and the transformer incorporating multi-source geotechnical data. The model was validated on a Shanghai excavation project with an RMSE of 2.90 mm, which outperforms FEM, CNN-LSTM and transformer only. In addition, it achieved 94.5% F1 score for failure detection and had reduced inference time to 1.4 seconds. The accuracy and speed of these results provides confidence in the model to be deployed in real-time for safety monitoring and AI based geotechnical risk management.

International Journal of Information and Communication TechnologyVol. 26(19)
South China Municipal Engineering Design and Research Institute (China) (CN)
Climate action
Openalex Percentile: Top 86%
Tunneling and Rock Mechanics
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AI-driven hybrid deep learning for real-time excavation risk assessment in deep foundation pit engineering — Xuhui Luo · International Journal of Information and Communication Technology (2025) | TGRS Research Map | TGRS