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Effects of Fly Ash and Foundry Sand on Performance of Architectural Precast Concrete

dc.contributor.authorNaik, Tarun R.
dc.contributor.authorKraus, Rudolph N.
dc.contributor.authorRamme, Bruce W.
dc.contributor.authorCanpolat, Fethullah
dc.date.accessioned2026-06-27T13:18:14Z
dc.date.issued2012
dc.description.abstractThis research was conducted to establish the effects of fly ash and used foundry sand on strength and durability of concrete. Two series (Series 1 and Series 2) of experiments were performed. All concrete mixtures were produced for and at the production plant of an architectural precast concrete products producer. Concrete mixtures produced were used in manufacture of precast concrete panels. Tests were performed with normal and air-entrained fly ash concrete. Concrete test specimens were evaluated for compressive strength, abrasion resistance, salt-scaling resistance, freezing and thawing resistance, and chloride-ion penetration resistance. On the basis of strength and durability evaluations, it was concluded that both nonair and air-entrained concrete mixtures developed in this investigation are appropriate for manufacture of high-quality, high-durability architectural precast concrete using used foundry sand and fly ash. DOI: 10.1061/(ASCE)MT.1943-5533.0000432. (C) 2012 American Society of Civil Engineers.en
dc.description.sponsorship(UWS/RMDB) Solid Waste Recovery Research Program, Madison, WI
dc.description.sponsorshipAdvance Cast Stone Company, Random Lake, WI
dc.description.sponsorshipNeenah Foundry Co., Neenah, WI
dc.description.sponsorshipDairyland Power Cooperative, La Crosse, WI
dc.description.sponsorshipMadison Gas and Electric Company, Madison, WI
dc.description.sponsorshipNational Minerals Corporation, St. Paul, MN
dc.description.sponsorshipNorthern States Power Company, Eau Claire, WI
dc.description.sponsorshipWe Energies, Milwaukee, WI
dc.description.sponsorshipWisconsin Power and Light Company, Madison, WI
dc.description.sponsorshipWisconsin Public Service Corporation, Green Bay, WI
dc.description.sponsorshipManitowoc Public Utilities, Manitowoc, WI
dc.description.urihttps://doi.org/10.1061/(asce)mt.1943-5533.0000432
dc.identifier.doi10.1061/(asce)mt.1943-5533.0000432
dc.identifier.eissn1943-5533
dc.identifier.endpage859
dc.identifier.issn0899-1561
dc.identifier.issue7
dc.identifier.startpage851
dc.identifier.urihttps://hdl.handle.net/20.500.14981/51677
dc.identifier.volume24
dc.identifier.wos000311361900008
dc.language.isoeng
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.relation.ispartofJOURNAL OF MATERIALS IN CIVIL ENGINEERING
dc.subjectCompressive strength
dc.subjectConcrete
dc.subjectDurability
dc.subjectFly ash
dc.subjectSand
dc.subjectPrecast concrete
dc.subjectFLOWABLE SLURRY
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.subjectMaterials Science
dc.titleEffects of Fly Ash and Foundry Sand on Performance of Architectural Precast Concrete
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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