Yu-Heng Yang , Yin Cheng , Ran Yuan , Wei Mei , Jun-Bo Xia , Yi He
{"title":"Orientation-aware seismic landslide hazard assessment utilizing deep transfer learning under pulse-like ground motions","authors":"Yu-Heng Yang , Yin Cheng , Ran Yuan , Wei Mei , Jun-Bo Xia , Yi He","doi":"10.1016/j.soildyn.2025.109815","DOIUrl":null,"url":null,"abstract":"<div><div>Pulse-like ground motions (GMs) induced by the near-fault directivity are characterized by large-amplitude coherent velocity pulses, which have been demonstrated to cause significantly greater damage to buildings and slopes during earthquakes than ordinary (non-pulse-like) GMs. However, due to the deficiency of the pulse-like GM records, the consideration of their effects in the sliding displacement-based seismic landslide hazard assessment has been limited. This study is the first to address this challenge by employing the deep transfer learning technique to develop an orientation-aware prediction model of Newmark slope sliding displacements for pulse-like GMs. In the model, the ground-motion orientation is also considered via the maximum, median, and minimum displacements in all directionalities. Earthquake source parameters, site parameters, ground-motion intensity measures, and critical acceleration (<em>a</em><sub>c</sub>) were used as predictive variables for the model. Furthermore, the developed model is validated by comparing it with other predictive models. The results indicate that the proposed model generates a higher prediction accuracy and better generalization capability. Finally, the proposed prediction model is applied to the orientation-aware seismic landslide hazard assessment for a near-fault region. It is validated by using the actual landslide data from the 1994 Northridge earthquake (<em>M</em><sub>w</sub> 6.7) in California. The validation results indicate that the proposed model performs exceptionally well in predicting near-fault seismic landslides, providing a solid basis for reducing earthquake-induced landslide risks in near-fault areas.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"200 ","pages":"Article 109815"},"PeriodicalIF":4.6000,"publicationDate":"2025-09-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125006098","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Pulse-like ground motions (GMs) induced by the near-fault directivity are characterized by large-amplitude coherent velocity pulses, which have been demonstrated to cause significantly greater damage to buildings and slopes during earthquakes than ordinary (non-pulse-like) GMs. However, due to the deficiency of the pulse-like GM records, the consideration of their effects in the sliding displacement-based seismic landslide hazard assessment has been limited. This study is the first to address this challenge by employing the deep transfer learning technique to develop an orientation-aware prediction model of Newmark slope sliding displacements for pulse-like GMs. In the model, the ground-motion orientation is also considered via the maximum, median, and minimum displacements in all directionalities. Earthquake source parameters, site parameters, ground-motion intensity measures, and critical acceleration (ac) were used as predictive variables for the model. Furthermore, the developed model is validated by comparing it with other predictive models. The results indicate that the proposed model generates a higher prediction accuracy and better generalization capability. Finally, the proposed prediction model is applied to the orientation-aware seismic landslide hazard assessment for a near-fault region. It is validated by using the actual landslide data from the 1994 Northridge earthquake (Mw 6.7) in California. The validation results indicate that the proposed model performs exceptionally well in predicting near-fault seismic landslides, providing a solid basis for reducing earthquake-induced landslide risks in near-fault areas.
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.