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16 December 2025

Collapse Risk Assessment for Tunnel Entrance Construction in Weak Surrounding Rock Based on the WOA–XGBOOST Method and a Game Theory-Informed Combined Cloud Model

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1
School of Civil and Architecture Engineering, East China University of Technology, Nanchang 330013, China
2
China Railway 24th Bureau Group Corporation Limited, Shanghai 200433, China
3
China Railway 24th Bureau Group Fujian Railway Construction Co., Ltd., Fuzhou 351111, China
4
School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
This article belongs to the Special Issue Applications of Artificial Intelligence in Geoenvironmental Engineering

Abstract

In order to reduce the risk of collapse disasters during tunnel construction in mountainous areas and to make full use of the available data, a collapse risk assessment model for highway tunnel construction was established based on the WOA–XGBOOST algorithm. Three major categories of tunnel construction risk, namely engineering geological factors, survey and design factors, and construction management factors, were selected as the first-level indicators, and 14 secondary indicators were further specified as the input variables of the collapse risk assessment model for tunnel construction. The confusion matrix and accuracy metrics were employed to evaluate the training and prediction performance of the risk assessment model on both the training set and the test set. The results show that subjective weights derived from the G1 method were integrated with objective weights generated by the WOA–XGBOOST algorithm. A game-theory-based weight integration strategy was then applied to optimize the combined weights, effectively mitigating the biases inherent in single-method weighting approaches. Risk quantification was systematically conducted using a cloud model, while spatial risk distribution patterns were visualized through graphical cloud-mapping techniques. After completion of model training, the proposed model achieved a high accuracy of over 99% on the training set and around 95% on the held-out test set based on an available dataset of 100 collapse-prone tunnel construction sections. Case-based verification further suggests that, in the studied collapse scenarios, the predicted risk levels are generally consistent with the actual engineering risks, indicating that the model is a promising tool for assisting tunnel construction risk assessment under similar conditions. The research outcomes provide an efficient and reliable approach for assessing risks in tunnel construction, thereby offering a scientific basis for engineering decision-making processes.

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