Technical Papers
Jun 18, 2020

SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 9

Abstract

Estimation of Newmark sliding displacement plays an important role for evaluating seismic stability of slopes. Current empirical models generally utilize predefined functional forms and relatively large model uncertainty is involved. On the other hand, machine learning method typically has superior capacity in processing comprehensive data sets in a nonparametric way. In this study, a machine learning framework is proposed to predict Newmark sliding displacements using the extreme gradient boosting model (XGBoost) and the Next Generation Attenuation (NGA)-West2 database, where the subset simulation (SS) is coupled with the K-fold cross validation (CV) technique for the first time to tune hyperparameters of the XGBoost model. The framework can achieve excellent generalization capability in predicting displacements and prevent data overfitting by using optimized hyperparameters. The developed data-driven Newmark displacement models can better satisfy both sufficiency and efficiency criteria, and produce considerably smaller standard deviations compared with traditional empirical models. Application of the models in probabilistic seismic slope displacement hazard analysis is also demonstrated. The proposed SS-XGBoost framework has great potential in developing data-driven prediction models for a wide range of engineering applications.

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Data Availability Statement

The developed executable file for XGBoost Newmark displacement models is available at http://gwang.people.ust.hk/XGB-Newmark.html.

Acknowledgments

The authors acknowledge support from Hong Kong Research Grants Council (Grant No. 16214118), the National Natural Science Foundation of China (Grant No. 51779189), and Joint Research Fund for Overseas Chinese Scholars and Scholars in Hong Kong and Macao (Grant No. 51828902) from National Natural Science Foundation of China. The first author wishes to thank the Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, for hosting his visit as an exchange Ph.D. student.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 9September 2020

History

Received: Aug 7, 2019
Accepted: Mar 3, 2020
Published online: Jun 18, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 18, 2020

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Authors

Affiliations

Mao-Xin Wang
Ph.D. Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, China.
Duruo Huang [email protected]
Associate Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). Email: [email protected]
Gang Wang, M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Dian-Qing Li, M.ASCE
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, China.

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