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dc.contributor.authorHuang, Tuo
dc.contributor.authorLin, Bohuang
dc.contributor.authorZhang, Lei
dc.contributor.authorWang, Zhaoyang
dc.contributor.authorLiu, Zihan
dc.contributor.authorYu, Xin
dc.contributor.authorQian, Guoping
dc.date.accessioned2026-08-20T11:44:18Z
dc.date.available2026-08-20T11:44:18Z
dc.date.copyright2026/02/24
dc.date.issued2026
dc.identifier.otherJMCEE7.MTENG-21881.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312606
dc.description.abstractAbstractTo reveal the strength degradation law of stone mastic asphalt with 13.2 mm nominal maximum aggregate size (SMA-13) asphalt mixtures under repeated load, direct tensile, compressive, and indirect tensile dynamic load strength tests were carried ...
dc.publisherAmerican Society of Civil Engineers
dc.titleFatigue Residual Strength and Damage Evolution Model of SMA-13 Asphalt Mixtures under Different Temperatures and Stress Levels
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue5
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-21881
dc.journal.fristpage04026071-1
dc.journal.lastpage04026071-12
dc.page12
dc.treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 005
dc.contenttypeFulltext


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