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Research on Strongly Skeleton-Interlocked Gradation of LSAM-50 Mixture Based on Interlock-Dense Theory

dc.contributor.authorJiang, Yingjun
dc.contributor.authorZhang, Yu
dc.contributor.authorBai, Chenfan
dc.contributor.authorDeng, Changqing
dc.contributor.authorTan, Ya
dc.contributor.authorWang, Yue
dc.contributor.authorLi, Chao
dc.date.accessioned2026-08-20T11:35:13Z
dc.date.available2026-08-20T11:35:13Z
dc.date.copyright2025/08/30
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-20901.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312412
dc.description.abstractAbstractLarge stone asphalt mixture (LSAM) base layers for pavements demonstrate outstanding rutting resistance and lower engineering costs, potentially mitigating the structural damage often observed in traditional flexible base layer asphalt pavements. ...
dc.publisherAmerican Society of Civil Engineers
dc.titleResearch on Strongly Skeleton-Interlocked Gradation of LSAM-50 Mixture Based on Interlock-Dense Theory
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue11
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-20901
dc.journal.fristpage04025417-1
dc.journal.lastpage04025417-11
dc.page11
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 011
dc.contenttypeFulltext


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