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Development of a Novel Theoretical Formulation for Determining the Three-Dimensional Linear Viscoelastic and Permanent Deformation Behavior in Low-Strain Regime of Asphalt Mixtures from Creep-Recovery Test Data

dc.contributor.authorNguyen, Ngoc-Hung
dc.contributor.authorDo, Tien Tho
dc.contributor.authorPhan, Thanh-Nhan
dc.contributor.authorNguyen, H. T. Tai
dc.contributor.authorNguyen, Mai Lan
dc.date.accessioned2026-08-20T11:45:59Z
dc.date.available2026-08-20T11:45:59Z
dc.date.copyright2026/04/25
dc.date.issued2026
dc.identifier.otherJMCEE7.MTENG-22072.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312639
dc.description.abstractAbstractThis work presents a novel theoretical formulation for simultaneously determining the axial and transverse creep compliances, Poisson ratio function, and permanent deformation strains of asphaltic materials in low-strain regime based on three-...
dc.publisherAmerican Society of Civil Engineers
dc.titleDevelopment of a Novel Theoretical Formulation for Determining the Three-Dimensional Linear Viscoelastic and Permanent Deformation Behavior in Low-Strain Regime of Asphalt Mixtures from Creep-Recovery Test Data
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue7
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-22072
dc.journal.fristpage04026199-1
dc.journal.lastpage04026199-15
dc.page15
dc.treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 007
dc.contenttypeFulltext


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