Using Machine Learning for the Performance-Based Seismic Assessment of Slope Systems
Publication: Geo-Congress 2022
ABSTRACT
Engineers often use analytical procedures, which estimate the amount of seismically induced slope displacements (D), to evaluate the seismic performance of earth structures and natural slopes. These procedures often use as inputs slope properties, earthquake parameters, and ground motion intensity measures (IMs). In this study, we propose a new set of machine learning (ML) based models to estimate D using the NGA-West2 shallow crustal ground motion database. Our findings suggest that the most efficient features to evaluate the seismic performance of slope systems are the slope’s yield coefficient (ky), its fundamental period (Ts), the earthquake magnitude (Mw), the peak ground velocity (PGV), and the degraded spectral acceleration at 1.3 Ts. We assess the performance of the proposed models by evaluating cross-validation errors, their predictive performance in case histories, and comparisons against existing models. Based on the assessments, we recommend 6 ML-based models to estimate D in engineering practice.
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REFERENCES
APEGBC. (2010). Guidelines for Legislated Landslide Assessments for Proposed Residential Development in British Columbia. Association of Professional Engineers and Geoscientists of BC.
Bozorgnia, Y., Abrahamson, N. A., Al Atik, L., Ancheta, T. D., Atkinson, G. M., et al. (2014). NGA-West2 research project. Earthquake Spectra; 30 (3): 973–987. https://doi.org/10.1193/072113EQS209M.
Bray, J. D., and Travasarou, T. (2007). Simplified procedure for estimating earthquake-induced deviatoric slope displacements. Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 133(4):381–392.
Bray, J. D., and Macedo, J. (2019). Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes. Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 145(12), 04019106.
Candia, G., Macedo, J., Jaimes, M. A., and Magna-Verdugo, C. (2019). A new state-of-the-art platform for probabilistic and deterministic seismic hazard assessment. Seismological Research Letters; 90(6):2262–2275.
Candia, G., Macedo, J., and Magna-Verdugo, C. (2018). An integrated platform for seismic hazard evaluation. 11th US National Conference on Earthquake Engineering; Los Angeles, USA.
Cawley, G. C., Talbot, N. L., and Girolami, M. (2007). Sparse multinomial logistic regression via bayesian l1 regularisation. In: Advances in neural information processing systems; 209–216.
Cho, Y. (2020). Probabilistic assessment of the seismic performance of earth slopes using computational simulation (Doctoral dissertation).
Cho, Y., and Rathje, E. M. (2020). Displacement hazard curves derived from slope-specific predictive models of earthquake-induced displacement. Soil Dynamics and Earthquake Engineering; 138, 106367.
FHWA. (2011). LRFD Seismic Analysis and Design of Transportation Geotechnical Features and Structural Foundations., 592 p.
Hastie, T., Tibshirani, R., and Friedman, J. (2009). The elements of statistical learning: data mining, inference, and prediction. Springer Science & Business Media.
ICC (International Council Code). (2015). International building code. Washington, DC: International Code Council.
Krishnapuram, B., Carin, L., Figueiredo, M. A., and Hartemink, A. J. (2005). Sparse multinomial logistic regression: Fast algorithms and generalization bounds. IEEE transactions on pattern analysis and machine intelligence; 27(6):957–968.
Macedo, J., Liu, C., and Soleimani, F. (2021). Machine-learning-based predictive models for estimating seismically-induced slope displacements. Soil Dynamics and Earthquake Engineering, 106795.
Macedo, J., Candia, G., Lacour, M., and Liu, C. (2020). New developments for the performance-based assessment of seismically-induced slope displacements. Engineering Geology; 277, 105786.
Macedo, J., and Candia, G. (2020). Performance-based assessment of the seismic pseudo-static coefficient used in slope stability análisis. Soil Dynamics and Earthquake Engineering; 133, 106109.
Macedo, J. L. (2017). Simplified procedures for estimating earthquake-induced displacements. Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley.
Macedo, J., Bray, J., and Travasarou, T. (2017). Simplified procedure for estimating seismic slope displacements in subduction Zones. 16th World Conference on Earthquake.
MEM. (1997). Guía ambiental para la estabilidad de taludes de depósitos de desechos sólidos de mina. Ministerio de energía y minas.
Ministerio de Mineria (2007). Reglamento para la aprobación de proyectos de diseño, construcción, operación y cierre de los depósitos de relaves. Retrieved from http://bcn.cl/1uvyi. (In spanish).
Moreno, J. J., and Kendall, S. (2019). Considerations for preparing design criteria for dewatered tailings facilities. 6th international seminar in Tailings Management.
Rathje, E. M., and Saygili, G. (2008). Probabilistic Seismic Hazard Analysis for the Sliding Displacement of Slopes: Scalar and Vector Approaches. Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 134(6).
Rathje, E. M., and Bray, J. D. (1999). An examination of simplified earthquake-induced displacement procedures for earth structures. Canadian Geotechnical Journal; 36(1):72–87.
Xie, Y., Ebad Sichani, M., Padgett, J. E., and DesRoches, R. (2020). The promise of implementing machine learning in earthquake engineering: A state-of-the-art review. Earthquake Spectra; 36(4):1769–1801.
Wang, M. X., Huang, D., Wang, G., and Li, D. Q. (2020). SS-XGBoost: a machine learning framework for predicting newmark sliding displacements of slopes. Journal of Geotechnical and Geoenvironmental Engineering; 146(9):04020074.
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Published online: Mar 17, 2022
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