An interpretable evolutionary extreme gradient boosting algorithm for rock slope stability assessment

被引:6
作者
Fatty, Abdoulie [1 ]
Li, An-Jui [1 ]
Qian, Zhi-Guang [2 ]
机构
[1] Natl Taiwan Univ Sci & Technol, Dept Civil & Construct Engn, Taipei 106335, Taiwan
[2] Deakin Univ, Sch Engn, Geelong, Vic 3220, Australia
关键词
Machine learning algorithms; Extreme gradient boosting; Genetic algorithm; Slope stability prediction; Model interpretability; XGBOOST; OPTIMIZATION; PREDICTION; EARTHQUAKE; GA;
D O I
10.1007/s11042-023-17445-9
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Globally, slope failures cause severe disasters and substantial financial losses annually. Recent advancements in machine learning (ML) algorithms and dataset collection have created alternate solutions for complex slope stability problems. However, rock slope stability prediction remains a challenging problem due to factors such as inadequate data and insufficient generalization performance of rock slope prediction models. The black-box nature of AI models also causes further criticism of using such models to address issues such as slope stability. In this study, we proposed an artificial intelligence (AI) based technique for rock slope stability prediction based on evolutionary and ML algorithms. The proposed GA-XGBoost model uses XGBoost to model the relationship between the input and output parameters of rock slopes, while Genetic Algorithm (GA) optimizes the hyperparameters of XGBoost. A comprehensive rock slope database of 7525 slope cases is implemented in this study to develop and verify the model. The model attains an impressive performance score of R-2 = 0.9999, MAE = 0.8006, and RMSE = 1.8624 on the training dataset and R-2 = 0.9934, MAE = 2.2793, and RMSE = 11.1090 on the testing dataset. Furthermore, to assess the relative significance of the various influential slope parameters, the SHapley Additive exPlanations (SHAP) algorithm is implemented. This step enables the physical and quantitative interpretations of dependencies between the input and output variables. Generally, this relationship is hidden in traditional machine learning algorithms.
引用
收藏
页码:46851 / 46874
页数:24
相关论文
共 34 条
[1]   XGBoost: A Scalable Tree Boosting System [J].
Chen, Tianqi ;
Guestrin, Carlos .
KDD'16: PROCEEDINGS OF THE 22ND ACM SIGKDD INTERNATIONAL CONFERENCE ON KNOWLEDGE DISCOVERY AND DATA MINING, 2016, :785-794
[2]   Recurrent Neural Network Based IOS Mobile Applications for Slope Safety Assessment [J].
Fatty, Abdoulie ;
Li, An-Jui ;
Chen, Li-Hsuan .
IEEE CONSUMER ELECTRONICS MAGAZINE, 2024, 13 (04) :73-80
[3]   Automated Geo-Spatial Hazard Warning System GEOWARNS: Italian Case Study [J].
Ghosh, Jayanta Kumar ;
Bhattacharya, Devanjan ;
Boccardo, Piero ;
Samadhiya, Narendra Kumar .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2015, 29 (05)
[4]   The Hoek-Brown failure criterion and GSI - 2018 edition [J].
Hoek, E. ;
Brown, E. T. .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2019, 11 (03) :445-463
[5]   Recurrent neural networks for complicated seismic dynamic response prediction of a slope system [J].
Huang, Yu ;
Han, Xu ;
Zhao, Liuyuan .
ENGINEERING GEOLOGY, 2021, 289 (289)
[6]   Artificial Bee Colony Algorithm Optimized Support Vector Regression for System Reliability Analysis of Slopes [J].
Kang, Fei ;
Li, Junjie .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2016, 30 (03)
[7]   Evaluation of factors controlling earthquake-induced landslides caused by Chi-Chi earthquake and comparison with the Northridge and Loma Prieta events [J].
Khazai, B ;
Sitar, N .
ENGINEERING GEOLOGY, 2004, 71 (1-2) :79-95
[8]   Stability charts for rock slopes based on the Hoek-Brown failure criterion [J].
Li, A. J. ;
Merifield, R. S. ;
Lyamin, A. V. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2008, 45 (05) :689-700
[9]   Investigations of Silty Soil Slopes under Unsaturated Conditions Based on Strength Reduction Finite Element and Limit Analysis [J].
Li, An-Jui ;
Mburu, Joram Wachira ;
Chen, Chao Wei ;
Yang, Kuo-Hsin .
KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (03) :1095-1110
[10]   Stability evaluations of three-layered soil slopes based on extreme learning neural network [J].
Li, An-Jui ;
Lim, Kelvin ;
Fatty, Abdoulie .
JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2020, 43 (07) :628-637