Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118309
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWang, MXen_US
dc.creatorLeung, YFen_US
dc.creatorLo, MKen_US
dc.date.accessioned2026-04-01T06:29:56Z-
dc.date.available2026-04-01T06:29:56Z-
dc.identifier.issn0008-3674en_US
dc.identifier.urihttp://hdl.handle.net/10397/118309-
dc.language.isoenen_US
dc.publisherCanadian Science Publishingen_US
dc.rights© 2025 The Author(s). Permission for reuse (free in most cases) can be obtained from copyright.com.en_US
dc.rightsThis is the accepted version of the work. The final published article is available at https://doi.org/10.1139/cgj-2024-0059.en_US
dc.subjectBayesian evidenceen_US
dc.subjectEarthquake-induced soil liquefactionen_US
dc.subjectHierarchical Bayesian modelingen_US
dc.subjectInter-region variabilityen_US
dc.subjectLiquefaction-triggering procedureen_US
dc.subjectRegion-specific liquefaction probabilityen_US
dc.titleIncorporating region-variability of model bias into liquefaction-triggering procedures for sandy and gravelly soils through BUS-powered hierarchical Bayesian updatingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume62en_US
dc.identifier.doi10.1139/cgj-2024-0059en_US
dcterms.abstractThe accuracy of cyclic stress-based liquefaction-triggering assessment procedures can vary systematically from region to region, but it is challenging to regionalize models due to the lack of region-specific data. This paper presents a hierarchical Bayesian modeling (HBM)-based framework for incorporation of inter-region and intra-region variabilities of the bias factor in liquefaction-triggering procedures. A key feature is that the BUS approach (Bayesian Updating with Structural reliability methods) is combined with subset simulation to efficiently update high-dimensional statistics of bias factors. Another feature is a new four-hyperparameter HBM considering both region-specific means and variances of bias factors. This framework is utilized to develop three sets of region-specific liquefaction probability models for practical applications, covering liquefaction-susceptible sandy and gravelly soils. The results show that the four-hyperparameter HBM generally matches better with liquefaction observations and produces larger total variance, compared to the lumped-region modeling and the HBM with only region-specific means. Meanwhile, the population-level distribution and the weighting factor of liquefaction/non-liquefaction occurrence can considerably affect model performance. Furthermore, a discrete integration-based probabilistic method is suggested for liquefaction-triggering hazard assessment. Illustrative examples indicate that different HBM configurations can yield notably different liquefaction hazard results while neglecting the region-variability tends to be unconservative.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCanadian geotechnical journal, 2025, v. 62en_US
dcterms.isPartOfCanadian geotechnical journalen_US
dcterms.issued2025-
dc.identifier.scopus2-s2.0-85218504418-
dc.description.validate202604 bcjzen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.SubFormIDG001362/2025-12-
dc.description.fundingSourceRGCen_US
dc.description.fundingTextThe work presented in this paper is financially supported by the Research Grants Council of Hong Kong Special Administrative Region (Project No. 15222021).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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