- 1Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China (wangliutao23@mails.ucas.ac.cn)
- 2University of Chinese Academy of Sciences, Beijing, 100049, China
- 3State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
- 4Key Laboratory of Mine Slope Safety Risk Warning and Disaster Prevention and Mitigation, Ministry of Emergency Management, Wuhan, Hubei, 430071, China.
Harnessing the power of data-driven techniques for highly nonlinear prediction and multi-objective optimization, we first assembled a 1,080-sample dataset that captures the critical geometric and mechanical drivers of mine-slope stability. An extreme-gradient-boosting regressor (XGBR) was then trained to forecast stability. After hyper-parameter tuning via the cultural algorithm (CA), the CA-XGBR model consistently ranked top on every performance metric. Global interpretability was supplied with SHAP, quantifying each feature’s marginal contribution to the predicted safety factor. Finally, the CA-XGBR—augmented with closed-form stability constraints—was embedded as one objective within a multi-objective framework and solved by NSGA-II. The resulting prediction–optimization platform outperforms conventional limit-equilibrium designs in a benchmark open-pit case, offering a new, fully data-driven paradigm for geotechnical slope assessment and geometry tuning.
How to cite: Wang, L., Zhang, C., and Cui, Y.: An efficient and interpretable method for slope stability assessment and optimisation, EGU General Assembly 2026, Vienna, Austria, 3–8 May 2026, EGU26-3051, https://doi.org/10.5194/egusphere-egu26-3051, 2026.