Orientation‐Dependent Prediction of Seismic Slope Displacement in Strike‐Slip Earthquakes
ABSTRACT The Newmark sliding‐block displacement ( D ) has been widely used to evaluate the seismic performance of slopes in both site‐specific and regional scales. Current predictive models for D of slopes are generally developed without consideration of the specific slope orientation. This study presents the directionality analysis of preferential polarization for D and a model to predict the D considering the specific slope orientation in strike‐slip earthquakes. Based on a database of 817 ground motion records with strike‐slip faulting, it is shown that the orientation of maximum D tends to occur close to the transverse orientation (perpendicular to the orientation at a given site pointing to the epicenter). There is a significantly larger probability of exceeding the median displacement ( D 50 ) over all orientations in the transverse orientation. The orientational D is strongly correlated with the angular difference with respect to the transverse orientation. The orientation‐dependent model is developed to estimate D at specific orientations by combining with an existing D 50 predictive relationship. The model enables the transformation of D 50 to D in any specific orientation, and hence allowing for the site‐specific and regional landslide hazard assessment with consideration of specific slope orientation in strike‐slip earthquakes.
Authors
- Denghui Dai (ORCID: https://orcid.org/0000-0001-9687-8499)
- Sheng Zhang (ORCID: https://orcid.org/0000-0002-9190-3365)
- Jian Song (ORCID: https://orcid.org/0000-0002-6638-5818)
- Yufeng Gao (ORCID: https://orcid.org/0000-0002-5837-3382)
- Jian Ji (ORCID: https://orcid.org/0000-0002-7616-2685)
- Yongxin Wu (ORCID: https://orcid.org/0000-0002-1711-2311)
Institutions
- Hohai University (CN)
Publication Details
- Journal
- Earthquake Engineering & Structural Dynamics
- Published
- 2025-11-03
- DOI
- https://doi.org/10.1002/eqe.70080
- Primary Topic
- Seismic Performance and Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00