期刊
FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING
卷 15, 期 4, 页码 821-833出版社
HIGHER EDUCATION PRESS
DOI: 10.1007/s11709-021-0742-8
关键词
slope stability; factor of safety; regression; machine learning; repeated cross-validation
资金
- National Natural Science Foundation of China [11972043, 11902134]
- State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, and Chinese Academy of Sciences [Z019008]
- China Postdoctoral Science Foundation [2020M670077]
In this study, a machine learning model is built for slope stability evaluation, exploring various ML methods for factor of safety prediction. Through data preprocessing and model evaluation, SVM, GBR, and Bagging are identified as the best regression methods based on evaluation indicators R-2, MAE, and MSE.
In this paper, the machine learning (ML) model is built for slope stability evaluation and meets the high precision and rapidity requirements in slope engineering. Different ML methods for the factor of safety (FOS) prediction are studied and compared hoping to make the best use of the large variety of existing statistical and ML regression methods collected. The data set of this study includes six characteristics, namely unit weight, cohesion, internal friction angle, slope angle, slope height, and pore water pressure ratio. The whole ML model is primarily divided into data preprocessing, outlier processing, and model evaluation. In the data preprocessing, the duplicated data are first removed, then the outliers are filtered by the LocalOutlierFactor method and finally, the data are standardized. 11 ML methods are evaluated for their ability to learn the FOS based on different input parameter combinations. By analyzing the evaluation indicators R-2, MAE, and MSE of these methods, SVM, GBR, and Bagging are considered to be the best regression methods. The performance and reliability of the nonlinear regression method are slightly better than that of the linear regression method. Also, the SVM-poly method is used to analyze the susceptibility of slope parameters.
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