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DC Field | Value | Language |
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dc.citation.title | CONSTRUCTION AND BUILDING MATERIALS | - |
dc.citation.volume | 325 | - |
dc.contributor.author | Won, Jongmuk | - |
dc.contributor.author | Tutumluer, Erol | - |
dc.contributor.author | Byun, Yong-Hoon | - |
dc.date.accessioned | 2024-07-12T11:05:13Z | - |
dc.date.available | 2024-07-12T11:05:13Z | - |
dc.date.created | 2024-07-11 | - |
dc.date.issued | 2022-03 | - |
dc.description.abstract | Various empirical rutting models have been proposed to predict the permanent deformation of aggregate base/ subbase layers in pavements. Nevertheless, an analytical model is required for large-scale finite element simu-lation of the pavement structure. A two-surface plasticity theory is used to predict the long-term cyclic behavior and provide path-dependent material responses of aggregates. The deviatoric stresses for each aggregate were determined based on the shear stress ratio and the shear strength properties at source and engineering grada-tions. The proposed rutting model was optimized and validated via repeated load triaxial tests using 11 aggre-gates. The numerical results demonstrate that the proposed model accurately describes aggregates with low-level permanent strain and thus enables the yield surface, long-term shear strain, and path-dependent resilient modulus to be assessed. Overall, the proposed physics-based modeling approach can help understand and predict the deformation behavior of aggregates subjected to moving-wheel loads. | - |
dc.identifier.bibliographicCitation | CONSTRUCTION AND BUILDING MATERIALS, v.325 | - |
dc.identifier.doi | 10.1016/j.conbuildmat.2022.126774 | - |
dc.identifier.issn | 0950-0618 | - |
dc.identifier.scopusid | 2-s2.0-85124476242 | - |
dc.identifier.uri | https://scholarworks.unist.ac.kr/handle/201301/83112 | - |
dc.identifier.wosid | 000763717800005 | - |
dc.language | 영어 | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Modeling cyclic behavior of unbound aggregates using two-surface plasticity theory | - |
dc.type | Article | - |
dc.description.isOpenAccess | FALSE | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology; Engineering, Civil; Materials Science, Multidisciplinary | - |
dc.relation.journalResearchArea | Construction & Building Technology; Engineering; Materials Science | - |
dc.type.docType | Article | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordAuthor | Aggregate | - |
dc.subject.keywordAuthor | Cyclic behavior | - |
dc.subject.keywordAuthor | Permanent strain | - |
dc.subject.keywordAuthor | Plasticity model | - |
dc.subject.keywordAuthor | Stress path | - |
dc.subject.keywordAuthor | Yield surface | - |
dc.subject.keywordPlus | DEFORMATION CHARACTERISTICS | - |
dc.subject.keywordPlus | STATE PARAMETER | - |
dc.subject.keywordPlus | CLAY | - |
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