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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2021, Vol. 15 Issue (4): 821-833   https://doi.org/10.1007/s11709-021-0742-8
  本期目录
Evaluation and prediction of slope stability using machine learning approaches
Shan LIN1, Hong ZHENG1, Chao HAN1, Bei HAN1(), Wei LI2()
1. Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
2. School of Civil Engineering and Architecture, Linyi University, Linyi 276000, China
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Abstract

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.

Key wordsslope stability    factor of safety    regression    machine learning    repeated cross-validation
收稿日期: 2021-01-05      出版日期: 2021-09-29
Corresponding Author(s): Bei HAN,Wei LI   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2021, 15(4): 821-833.
Shan LIN, Hong ZHENG, Chao HAN, Bei HAN, Wei LI. Evaluation and prediction of slope stability using machine learning approaches. Front. Struct. Civ. Eng., 2021, 15(4): 821-833.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-021-0742-8
https://academic.hep.com.cn/fsce/CN/Y2021/V15/I4/821
Fig.1  
model γ C φ β H r u
A
B
C
D
E
F
G
Tab.1  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
method tuning parameters
BR
LR
ENR {alphas = [0.0001, 0.0005, 0.001, 0.01, 0.1, 1, 10],l1_ratio = [.01, 0.1, 0.5, 0.9, 0.99], max_iter = 5000}
KNR {n_neighbors = 5, p = 5}
SVR {kernel = [ rbf, poly, linear ], c = [43,10, 100], degree = [, 3, ] epsilon = [.1,.1, ], coef0 = [, 2, ]}
RFR {n_estimators = 100, random_state = 100}
ABR {n_estimators = 200, random_state = 100}
GBR {n_estimators = 30}
Bagging {n_estimators = 100}
ETR {n_estimators = 500, random_state = 1}
DTR {max_depth = 4, random_state = 0}
Tab.2  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
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