Chapter
Mar 17, 2022

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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Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 649 - 658

History

Published online: Mar 17, 2022

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Authors

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Chenying Liu [email protected]
1Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta. Email: [email protected]
Jorge Macedo, Ph.D. [email protected]
2Assistant Professor, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta. Email: [email protected]
Farahnaz Soleimani, Ph.D. [email protected]
3Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta. Email: [email protected]

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