Accumulated stress based model for prediction of residual pore pressure
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Park, Duhee | - |
dc.contributor.author | Ahn, Jaekwang | - |
dc.date.accessioned | 2022-07-16T08:24:16Z | - |
dc.date.available | 2022-07-16T08:24:16Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2013-09 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/161991 | - |
dc.description.abstract | Even 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.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | IOS Press | - |
dc.title | Accumulated stress based model for prediction of residual pore pressure | - |
dc.title.alternative | Étude et développement du modèle pour le pronostic sur l’excès de pression hydrostatique interstitielle causé par les contraintes accumulées | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Park, Duhee | - |
dc.identifier.scopusid | 2-s2.0-84988337706 | - |
dc.identifier.bibliographicCitation | 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, v.2, pp.1567 - 1570 | - |
dc.relation.isPartOf | 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013 | - |
dc.citation.title | 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013 | - |
dc.citation.volume | 2 | - |
dc.citation.startPage | 1567 | - |
dc.citation.endPage | 1570 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Cyclic loads | - |
dc.subject.keywordPlus | Damage detection | - |
dc.subject.keywordPlus | Geotechnical engineering | - |
dc.subject.keywordPlus | Pore pressure | - |
dc.subject.keywordPlus | Shear stress | - |
dc.subject.keywordPlus | Soil mechanics | - |
dc.subject.keywordPlus | Stress analysis | - |
dc.subject.keywordPlus | Wave propagation | - |
dc.subject.keywordPlus | Accumulated stress | - |
dc.subject.keywordPlus | Comprehensive comparisons | - |
dc.subject.keywordPlus | Cyclic stress ratio | - |
dc.subject.keywordPlus | Damage parameter | - |
dc.subject.keywordPlus | Effective stress analysis | - |
dc.subject.keywordPlus | Loading patterns | - |
dc.subject.keywordPlus | Pore pressure model | - |
dc.subject.keywordPlus | Pore-water pressures | - |
dc.subject.keywordPlus | Time domain analysis | - |
dc.subject.keywordAuthor | Accumulated shear stress | - |
dc.subject.keywordAuthor | Cyclic stress ratio | - |
dc.subject.keywordAuthor | Damage parameter | - |
dc.subject.keywordAuthor | Pore water pressure | - |
dc.subject.keywordAuthor | Time-domain analysis | - |
dc.identifier.url | https://www.cfms-sols.org/sites/default/files/Actes/1567-1570.pdf | - |
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