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Accumulated stress based model for prediction of residual pore pressure

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dc.contributor.authorPark, Duhee-
dc.contributor.authorAhn, Jaekwang-
dc.date.accessioned2022-07-16T08:24:16Z-
dc.date.available2022-07-16T08:24:16Z-
dc.date.created2021-05-13-
dc.date.issued2013-09-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/161991-
dc.description.abstractEven though the important influence of pore pressure rise under cyclic loading on seismic wave propagation is recognized, effective stress analysis is rarely performed due to difficulties in selecting the parameters for the pore pressure model. In this paper, a new numerical model for predicting pore pressure under cyclic loading is developed. The advantages of the model are that it requires only the CSR - N curve in selecting its parameters and it can be can be used for any loading pattern. The accuracy of the model is validated through comprehensive comparisons with measurements.-
dc.language영어-
dc.language.isoen-
dc.publisherIOS Press-
dc.titleAccumulated stress based model for prediction of residual pore pressure-
dc.title.alternativeÉtude et développement du modèle pour le pronostic sur l’excès de pression hydrostatique interstitielle causé par les contraintes accumulées-
dc.typeArticle-
dc.contributor.affiliatedAuthorPark, Duhee-
dc.identifier.scopusid2-s2.0-84988337706-
dc.identifier.bibliographicCitation18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, v.2, pp.1567 - 1570-
dc.relation.isPartOf18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013-
dc.citation.title18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013-
dc.citation.volume2-
dc.citation.startPage1567-
dc.citation.endPage1570-
dc.type.rimsART-
dc.type.docTypeConference Paper-
dc.description.journalClass1-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscopus-
dc.subject.keywordPlusCyclic loads-
dc.subject.keywordPlusDamage detection-
dc.subject.keywordPlusGeotechnical engineering-
dc.subject.keywordPlusPore pressure-
dc.subject.keywordPlusShear stress-
dc.subject.keywordPlusSoil mechanics-
dc.subject.keywordPlusStress analysis-
dc.subject.keywordPlusWave propagation-
dc.subject.keywordPlusAccumulated stress-
dc.subject.keywordPlusComprehensive comparisons-
dc.subject.keywordPlusCyclic stress ratio-
dc.subject.keywordPlusDamage parameter-
dc.subject.keywordPlusEffective stress analysis-
dc.subject.keywordPlusLoading patterns-
dc.subject.keywordPlusPore pressure model-
dc.subject.keywordPlusPore-water pressures-
dc.subject.keywordPlusTime domain analysis-
dc.subject.keywordAuthorAccumulated shear stress-
dc.subject.keywordAuthorCyclic stress ratio-
dc.subject.keywordAuthorDamage parameter-
dc.subject.keywordAuthorPore water pressure-
dc.subject.keywordAuthorTime-domain analysis-
dc.identifier.urlhttps://www.cfms-sols.org/sites/default/files/Actes/1567-1570.pdf-
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