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Mitigation of Lateral Spreading Effects on Bridge Piles Using Tire-Derived Aggregate

dc.contributor.authorYarahuaman, Axel A.
dc.contributor.authorWalston, Sara
dc.contributor.authorMelara, Jason
dc.contributor.authorTan, Xiao
dc.contributor.authorElgamal, Ahmed
dc.contributor.authorMcCartney, J. S.
dc.date.accessioned2026-08-20T10:57:27Z
dc.date.available2026-08-20T10:57:27Z
dc.date.copyright2025/11/04
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13927.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311495
dc.description.abstractAbstractThis study focuses on evaluating the feasibility of using a layer of tire-derived aggregate (TDA) placed upslope from a bridge foundation system to absorb ground deformations associated with lateral spreading effects of the downslope movement of a ...
dc.publisherAmerican Society of Civil Engineers
dc.titleMitigation of Lateral Spreading Effects on Bridge Piles Using Tire-Derived Aggregate
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue1
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13927
dc.journal.fristpage04025173-1
dc.journal.lastpage04025173-17
dc.page17
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001
dc.contenttypeFulltext


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