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PEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures

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dc.contributor.authorStewart, J. P.-
dc.contributor.authorKramer, S. L.-
dc.contributor.authorKwak, D. Y.-
dc.contributor.authorGreenfield, M. W.-
dc.contributor.authorKayen, R. E.-
dc.contributor.authorTokimatsu, K.-
dc.contributor.authorBray, J. D.-
dc.contributor.authorBeyzaei, C. Z.-
dc.contributor.authorCubrinovski, M.-
dc.contributor.authorSekiguchi, T.-
dc.contributor.authorNakai, S.-
dc.contributor.authorBozorgnia, Y.-
dc.date.accessioned2021-06-22T15:44:35Z-
dc.date.available2021-06-22T15:44:35Z-
dc.date.created2021-01-21-
dc.date.issued2016-12-
dc.identifier.issn0267-7261-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/12191-
dc.description.abstractThe Next-Generation Liquefaction (NGL) project was launched to (1) substantially improve the quality, transparency, and accessibility of case history data related to ground failure; (2) provide a coordinated framework for supporting studies to augment case history data for conditions important for applications but poorly represented in empirical databases; and (3) provide an open, collaborative process for model development in which developer teams have access to common resources and share ideas and results during model development. Work to date has focused on compiling high-value case histories, developing a database template, and planning for needed supporting studies. We describe the project motivation, explain and illustrate how data resources will be compiled and organized, summarize preliminary results from ongoing data collection, describe needed supporting studies, and review project status and next steps. (C) 2016 Elsevier Ltd. All rights reserved.-
dc.language영어-
dc.language.isoen-
dc.publisherPergamon Press Ltd.-
dc.titlePEER-NGL project: Open source global database and model development for the next-generation of liquefaction assessment procedures-
dc.typeArticle-
dc.contributor.affiliatedAuthorKwak, D. Y.-
dc.identifier.doi10.1016/j.soildyn.2016.07.009-
dc.identifier.scopusid2-s2.0-84979731584-
dc.identifier.wosid000390969900026-
dc.identifier.bibliographicCitationSoil Dynamics and Earthquake Engineering, v.91, pp.317 - 328-
dc.relation.isPartOfSoil Dynamics and Earthquake Engineering-
dc.citation.titleSoil Dynamics and Earthquake Engineering-
dc.citation.volume91-
dc.citation.startPage317-
dc.citation.endPage328-
dc.type.rimsART-
dc.type.docTypeArticle; Proceedings Paper-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaGeology-
dc.relation.journalWebOfScienceCategoryEngineering, Geological-
dc.relation.journalWebOfScienceCategoryGeosciences, Multidisciplinary-
dc.subject.keywordPlusDETERMINISTIC ASSESSMENT-
dc.subject.keywordPlusCASE-HISTORIES-
dc.subject.keywordPlusAGED SANDS-
dc.subject.keywordPlusRESISTANCE-
dc.subject.keywordPlusMOTION-
dc.subject.keywordPlusSUSCEPTIBILITY-
dc.subject.keywordPlusEARTHQUAKE-
dc.subject.keywordPlusINTENSITY-
dc.subject.keywordPlusSOILS-
dc.subject.keywordAuthorNGL, liquefaction database-
dc.subject.keywordAuthorCase history-
dc.subject.keywordAuthorLiquefaction model-
dc.identifier.urlhttps://www.sciencedirect.com/science/article/pii/S0267726116300860?via%3Dihub-
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ERICA 공학대학 (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)
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