Application of Block-centered Finite Difference Formulation for Non-linear Finite Strain Consolidation
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, Dongseop | - |
dc.contributor.author | Sung, Chihun | - |
dc.contributor.author | Lee, Chulho | - |
dc.contributor.author | Choi, Hangseok | - |
dc.date.accessioned | 2021-09-05T03:36:52Z | - |
dc.date.available | 2021-09-05T03:36:52Z | - |
dc.date.created | 2021-06-15 | - |
dc.date.issued | 2014-11 | - |
dc.identifier.issn | 1226-7988 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/96985 | - |
dc.description.abstract | A one-dimensional block-centered finite-difference model has been developed to estimate the rate of non-linear finite strain consolidation. The governing equations including the hydrodynamic and constitutive equations are presented. The hypothesis of the uniqueness of the End-of-Primary (EOP) void ratio - effective stress relationship is adopted to calculate the primary consolidation settlement. The explicit block-centered finite difference formulations and boundary conditions are presented and discussed. The developed model was compared with a point-centered finite-difference program, ILLICON to show the efficiency of the block-centered model. The block-center model provides an efficient tool to deal with interface boundaries and has advantageous ability to take into consideration the time-dependent loading, layered soil systems, and variable soil properties. | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE | - |
dc.subject | SOFT CLAYS | - |
dc.subject | SETTLEMENT | - |
dc.subject | EMBANKMENTS | - |
dc.title | Application of Block-centered Finite Difference Formulation for Non-linear Finite Strain Consolidation | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Hangseok | - |
dc.identifier.doi | 10.1007/s12205-014-1130-x | - |
dc.identifier.scopusid | 2-s2.0-84919874608 | - |
dc.identifier.wosid | 000343921100008 | - |
dc.identifier.bibliographicCitation | KSCE JOURNAL OF CIVIL ENGINEERING, v.18, no.7, pp.1991 - 1995 | - |
dc.relation.isPartOf | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.citation.title | KSCE JOURNAL OF CIVIL ENGINEERING | - |
dc.citation.volume | 18 | - |
dc.citation.number | 7 | - |
dc.citation.startPage | 1991 | - |
dc.citation.endPage | 1995 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART001922191 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | SOFT CLAYS | - |
dc.subject.keywordPlus | SETTLEMENT | - |
dc.subject.keywordPlus | EMBANKMENTS | - |
dc.subject.keywordAuthor | soil consolidation | - |
dc.subject.keywordAuthor | hydrodynamic equation | - |
dc.subject.keywordAuthor | constitutive equation | - |
dc.subject.keywordAuthor | block-centered finite-difference model | - |
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