Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102489
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorJin, YFen_US
dc.creatorYin, ZYen_US
dc.creatorZhou, WHen_US
dc.creatorShao, JFen_US
dc.date.accessioned2023-10-26T07:18:52Z-
dc.date.available2023-10-26T07:18:52Z-
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://hdl.handle.net/10397/102489-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2019 John Wiley & Sons, Ltd.en_US
dc.rightsThis is the peer reviewed version of the following article: Jin, Y-F, Yin, Z-Y, Zhou, W-H, Shao, J-F. Bayesian model selection for sand with generalization ability evaluation. Int J Numer Anal Methods Geomech. 2019; 43(14): 2305–2327, which has been published in final form at https://doi.org/10.1002/nag.2979. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.en_US
dc.subjectBayesian theoryen_US
dc.subjectConstitutive relationen_US
dc.subjectCritical stateen_US
dc.subjectGeneralization abilityen_US
dc.subjectSanden_US
dc.subjectTransitional Markov chain Monte Carloen_US
dc.titleBayesian model selection for sand with generalization ability evaluationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage2305en_US
dc.identifier.epage2327en_US
dc.identifier.volume43en_US
dc.identifier.issue14en_US
dc.identifier.doi10.1002/nag.2979en_US
dcterms.abstractCurrent studies have focused on selecting constitutive models using optimization methods or selecting simple formulas or models using Bayesian methods. In contrast, this paper deals with the challenge to propose an effective Bayesian-based selection method for advanced soil models accounting for the soil uncertainty. Four representative critical state-based advanced sand models are chosen as database of constitutive model. Triaxial tests on Hostun sand are selected as training and testing data. The Bayesian method is enhanced based on transitional Markov chain Monte Carlo method, whereby the generalization ability for each model is simultaneously evaluated, for the model selection. The most plausible/suitable model in terms of predictive ability, generalization ability, and model complexity is selected using training data. The performance of the method is then validated by testing data. Finally, a series of drained triaxial tests on Karlsruhe sand is used for further evaluating the performance.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal for numerical and analytical methods in geomechanics, 10 Oct. 2019, v. 43, no. 14, p. 2305-2327en_US
dcterms.isPartOfInternational journal for numerical and analytical methods in geomechanicsen_US
dcterms.issued2019-10-10-
dc.identifier.scopus2-s2.0-85069870492-
dc.identifier.eissn1096-9853en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1221-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Macau Science and Technology Development Funden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20984879-
dc.description.oaCategoryGreen (AAM)en_US
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