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contributor authorMao-Xin Wang
contributor authorAndy Yat Fai Leung
contributor authorGang Wang
contributor authorPin Zhang
date accessioned2024-12-24T10:26:56Z
date available2024-12-24T10:26:56Z
date copyright9/1/2024 12:00:00 AM
date issued2024
identifier otherJGGEFK.GTENG-11930.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298938
description abstractConventional semiempirical predictive models for seismically induced slope displacement (D) are generally developed based on as-recorded orthogonal ground motion components. Considering orthogonal records reveals that the predicted D is associated with intensity measure (IM) of a specific ground motion time history. However, current practice generally utilizes average IM (e.g., median over all horizontal ground motion orientations) as input of displacement models, and this tends to underestimate D when earthquake shaking along the downslope sliding direction is stronger than the average shaking level at a site. In this study, more than 190 million coupled sliding-block analyses were conducted using 3,092 ground motion records rotated over all orientations. Generic models were subsequently developed by integrating two machine learning algorithms for predictions of the maximum displacement (D100) or median displacement (D50) over all orientations. These models exhibit excellent generalization capability, yielding considerably lower bias and uncertainty than conventional polynomial forms. The results indicate that the predicted D100 could be significantly larger than D50 and the conventional displacement index for orthogonal records, and the D100 direction is dependent on both ground motion characteristics and slope properties. The proposed models outperform the existing models regarding ground motion directionality representation and prediction uncertainty mitigation. The associated mathematical equations are presented, with executable files also included for engineering applications.
publisherAmerican Society of Civil Engineers
titleSemiempirical Predictive Models for Seismically Induced Slope Displacements Considering Ground Motion Directionality
typeJournal Article
journal volume150
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/JGGEFK.GTENG-11930
journal fristpage04024080-1
journal lastpage04024080-16
page16
treeJournal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009
contenttypeFulltext


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