XGBoost-based intelligent response assessment model for stability of TRD-reinforced shield tunnel launching adjacent to river

Shield tunnel launching adjacent to a river is a typical high-risk problem in urban underground engineering. As a novel reinforcement method for launching shafts, TRD (Trench cutting Re-mixing Deep wall) has been widely applied in shield launching projects, while its stability evolution and failure mechanism remain insufficiently understood. To address this issue, a coupled theoretical model based on Mindlin’s elastic solution and the rigorous limit equilibrium method is proposed for stability analysis. Considering the high computational complexity and time consumption of conventional coupled analysis methods, the XGBoost machine learning algorithm is further introduced based on the proposed theoretical model to establish a nonlinear mapping relationship between input parameters and the safety factor, thereby enabling rapid intelligent assessment of excavation stability under complex working conditions. Furthermore, the SHAP method is employed to improve the interpretability of the prediction model by identifying the contribution of different parameters to the safety factor and validating the results against theoretical sensitivity analyses. The results indicate that the shear strength reduction coefficient of the TRD-reinforced zone ( k e ) has the most significant influence on the safety factor, with a contribution ratio of 65%. The horizontal vibration coefficient ( k c ) contributes approximately 20%, while the influences of shield thrust ( P ) and advancement distance ( L ) are relatively minor. During shield advancement, the evolution of the safety factor can be divided into three stages: rapid adjustment, high-impact dominance, and low-impact stabilization. The system gradually reaches a stable state after the shield advances approximately 15 m. The proposed method can provide theoretical support for the optimal design of TRD reinforcement, safety control during shield launching, and rapid on-site construction safety management.

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Publication Details

Journal
Scientific Reports
Published
2026-06-24
DOI
https://doi.org/10.1038/s41598-026-58435-9
Primary Topic
Tunneling and Rock Mechanics
Type
article
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article

XGBoost-based intelligent response assessment model for stability of TRD-reinforced shield tunnel launching adjacent to river

Si-jin LIU, Xiao-bo SHAN, Mingjun Sun, Miao Li et al.
Scientific Reports
Tunneling and Rock Mechanics
article

XGBoost-based intelligent response assessment model for stability of TRD-reinforced shield tunnel launching adjacent to river

Si-jin LIU, Xiao-bo SHAN, Mingjun Sun, Miao Li, Wen-qing Wu, Wei-dong Hu, Peng Liu
article en

Abstract

Shield tunnel launching adjacent to a river is a typical high-risk problem in urban underground engineering. As a novel reinforcement method for launching shafts, TRD (Trench cutting Re-mixing Deep wall) has been widely applied in shield launching projects, while its stability evolution and failure mechanism remain insufficiently understood. To address this issue, a coupled theoretical model based on Mindlin’s elastic solution and the rigorous limit equilibrium method is proposed for stability analysis. Considering the high computational complexity and time consumption of conventional coupled analysis methods, the XGBoost machine learning algorithm is further introduced based on the proposed theoretical model to establish a nonlinear mapping relationship between input parameters and the safety factor, thereby enabling rapid intelligent assessment of excavation stability under complex working conditions. Furthermore, the SHAP method is employed to improve the interpretability of the prediction model by identifying the contribution of different parameters to the safety factor and validating the results against theoretical sensitivity analyses. The results indicate that the shear strength reduction coefficient of the TRD-reinforced zone ( k e ) has the most significant influence on the safety factor, with a contribution ratio of 65%. The horizontal vibration coefficient ( k c ) contributes approximately 20%, while the influences of shield thrust ( P ) and advancement distance ( L ) are relatively minor. During shield advancement, the evolution of the safety factor can be divided into three stages: rapid adjustment, high-impact dominance, and low-impact stabilization. The system gradually reaches a stable state after the shield advances approximately 15 m. The proposed method can provide theoretical support for the optimal design of TRD reinforcement, safety control during shield launching, and rapid on-site construction safety management.

Scientific Reports
Beijing University of Technology (CN), Shanghai Tunnel Engineering (China) (CN), China Railway Construction Corporation (China) (CN), China Railway Group (China) (CN)
Sustainable cities and communities
Openalex Percentile: Top 11%
Tunneling and Rock Mechanics
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