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dc.contributor.authorDennis G. Grubb
dc.contributor.authorMahmoud Wazne
dc.contributor.authorSanthi Jagupilla
dc.contributor.authorNicholas E. Malasavage
dc.contributor.authorWilliam B. Bradfield
dc.date.accessioned2017-05-08T21:52:17Z
dc.date.available2017-05-08T21:52:17Z
dc.date.copyrightApril 2013
dc.date.issued2013
dc.identifier.other%28asce%29hz%2E2153-5515%2E0000181.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/64849
dc.description.abstractThis paper contains the results of aging study performed on 365-day-old trial highway embankments constructed of field-compacted dredged material (DM), steel slag fines (SSF), and three DM-SSF blends. Key findings include that moisture content of the internal core at 365 days was essentially unchanged from the as-built conditions, and the bulk (major oxide) chemistry of the DM-SSF blends matched what was predicted by the field blending ratios. The addition of SSF to the 100% DM resulted in significant pH buffering and in strength increases up to a factor of 2, as measured by the average cone penetrometer test (CPT) tip resistance. Refusal (
dc.publisherAmerican Society of Civil Engineers
dc.titleAging Effects in Field-Compacted Dredged Material: Steel Slag Fines Blends
dc.typeJournal Paper
dc.journal.volume17
dc.journal.issue2
dc.journal.titleJournal of Hazardous, Toxic, and Radioactive Waste
dc.identifier.doi10.1061/(ASCE)HZ.2153-5515.0000154
dc.treeJournal of Hazardous, Toxic, and Radioactive Waste:;2013:;Volume ( 017 ):;issue: 002
dc.contenttypeFulltext


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