Use of Spent Foundry Sand and Fly Ash for the Development of Green Self-Consolidating Concrete

dc.contributor.author Şahmaran, Mustafa
dc.contributor.author Lachemi, Mohamed
dc.contributor.author Erdem, Tahir Kemal
dc.contributor.author Yücel, Hasan Erhan
dc.coverage.doi 10.1617/s11527-010-9692-7
dc.date.accessioned 2017-03-06T12:32:43Z
dc.date.available 2017-03-06T12:32:43Z
dc.date.issued 2011
dc.description.abstract In the United States alone, the foundry industry discards up to 10 million tons of sand each year, offering up a plentiful potential resource to replace sand in concrete products. However, because the use of spent foundry sand (SFS) is currently very limited in the concrete industry, this study investigates whether SFS can successfully be used as a sand replacement material in cost-effective, green, self-consolidating concrete (SCC). In the study, SCC mixtures were developed to be even more inexpensive and environmentally friendly by incorporating Portland cement with fly ash (FA). Tests done on SCC mixtures to determine fresh properties (slump flow diameter, slump flow time, V-funnel flow time, yield stress, and relative viscosity), compressive strength, drying shrinkage and transport properties (rapid chloride permeability and volume of permeable pores) show that replacing up to 100% of sand with SFS and up to 70% Portland cement with FA enables the manufacture of green, lower cost SCC mixtures with proper fresh, mechanical and durability properties. The beneficial effects of FA compensate for some possible detrimental effects of SFS. en_US
dc.description.sponsorship Natural Sciences and Engineering Research Council (NSERC) of Canada, and the Canada Research Chair Program en_US
dc.identifier.citation Şahmaran, M., Lachemi, M., Erdem, T. K., and Yücel, H. E. (2011). Use of spent foundry sand and fly ash for the development of green self-consolidating concrete. Materials and Structures/Materiaux et Constructions, 44(7), 1193-1204. doi:10.1617/s11527-010-9692-7 en_US
dc.identifier.doi 10.1617/s11527-010-9692-7 en_US
dc.identifier.doi 10.1617/s11527-010-9692-7
dc.identifier.issn 1359-5997
dc.identifier.issn 1871-6873
dc.identifier.scopus 2-s2.0-80053907534
dc.identifier.uri http://doi.org/10.1617/s11527-010-9692-7
dc.identifier.uri https://hdl.handle.net/11147/4983
dc.language.iso en en_US
dc.publisher Springer Verlag en_US
dc.relation.ispartof Materials and Structures en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Durability en_US
dc.subject Fly ash en_US
dc.subject Foundry sand en_US
dc.subject Mechanical properties en_US
dc.subject Self consolidating concrete en_US
dc.title Use of Spent Foundry Sand and Fly Ash for the Development of Green Self-Consolidating Concrete en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Erdem, Tahir Kemal
gdc.author.yokid 25839
gdc.bip.impulseclass C5
gdc.bip.influenceclass C4
gdc.bip.popularityclass C3
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 1204 en_US
gdc.description.issue 7 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q2
gdc.description.startpage 1193 en_US
gdc.description.volume 44 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W2059350697
gdc.identifier.wos WOS:000292890200001
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype HYBRID
gdc.oaire.diamondjournal false
gdc.oaire.impulse 3.0
gdc.oaire.influence 7.740616E-9
gdc.oaire.isgreen true
gdc.oaire.keywords Foundry sand
gdc.oaire.keywords Mechanical properties
gdc.oaire.keywords Fly ash
gdc.oaire.keywords Durability
gdc.oaire.keywords Self consolidating concrete
gdc.oaire.popularity 5.2636207E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.collaboration International
gdc.openalex.fwci 2.79954301
gdc.openalex.normalizedpercentile 0.89
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 77
gdc.plumx.crossrefcites 22
gdc.plumx.mendeley 126
gdc.plumx.scopuscites 88
gdc.scopus.citedcount 87
gdc.wos.citedcount 75
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relation.isOrgUnitOfPublication.latestForDiscovery 9af2b05f-28ac-4020-8abe-a4dfe192da5e

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