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Article

An Integrated Simulation–AI Framework for Fast Stability Evaluation and Risk-Control-Oriented Design of Open-Pit Mine Slopes

School of Resources and Safety Engineering, Central South University, Changsha 410083, China
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Author to whom correspondence should be addressed.
Appl. Sci. 2026, 16(10), 4932; https://doi.org/10.3390/app16104932
Submission received: 20 April 2026 / Revised: 9 May 2026 / Accepted: 12 May 2026 / Published: 15 May 2026

Abstract

Bench slopes in open-pit mines are highly susceptible to progressive deformation and instability due to the coupled effects of excavation disturbance, rock mass weathering, and extreme rainfall, posing significant challenges to rapid risk assessment and engineering decision-making. To address the limitations of conventional methods in efficiency and adaptability under complex multi-factor conditions, this study proposes a hybrid simulation–artificial intelligence framework for rapid slope stability assessment and bench face angle optimization. Multi-scenario numerical simulations were conducted by integrating geological investigation data, laboratory and in situ mechanical parameters, and extreme rainfall conditions to characterize slope deformation and failure mechanisms and generate a dataset for machine learning model training. Machine learning models were trained using slope height, bench face angle, unit weight, cohesion, and friction angle as inputs, and safety factors under natural and extreme rainfall conditions as outputs, with hyperparameters optimized by Bayesian optimization. The results indicate that highly weathered rock masses dominate shallow deformation and act as critical weak zones, while extreme rainfall significantly accelerates instability evolution and reduces slope safety factors. Among the RF, SVR, and ELM models, the Bayesian-optimized support vector regression (BO-SVR) exhibits the best predictive performance (R2 > 0.98). SHapley Additive exPlanations (SHAP) analysis reveals that slope height and shear strength parameters are the dominant controlling factors, whereas unit weight has a relatively limited influence. Validation using real landslide cases shows good agreement with numerical simulations, confirming the reliability of the proposed framework. The developed approach enables rapid risk evaluation and supports bench face angle optimization, providing an effective tool for intelligent slope management in open-pit mining.
Keywords: open-pit mining; artificial intelligence; numerical simulation; slope stability; engineering application open-pit mining; artificial intelligence; numerical simulation; slope stability; engineering application

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MDPI and ACS Style

Du, K.; Li, S.; Li, C. An Integrated Simulation–AI Framework for Fast Stability Evaluation and Risk-Control-Oriented Design of Open-Pit Mine Slopes. Appl. Sci. 2026, 16, 4932. https://doi.org/10.3390/app16104932

AMA Style

Du K, Li S, Li C. An Integrated Simulation–AI Framework for Fast Stability Evaluation and Risk-Control-Oriented Design of Open-Pit Mine Slopes. Applied Sciences. 2026; 16(10):4932. https://doi.org/10.3390/app16104932

Chicago/Turabian Style

Du, Kun, Shaojie Li, and Chuanqi Li. 2026. "An Integrated Simulation–AI Framework for Fast Stability Evaluation and Risk-Control-Oriented Design of Open-Pit Mine Slopes" Applied Sciences 16, no. 10: 4932. https://doi.org/10.3390/app16104932

APA Style

Du, K., Li, S., & Li, C. (2026). An Integrated Simulation–AI Framework for Fast Stability Evaluation and Risk-Control-Oriented Design of Open-Pit Mine Slopes. Applied Sciences, 16(10), 4932. https://doi.org/10.3390/app16104932

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