Effect of Granulated Blast Furnace Slag and Fly Ash Addition on the Strength Properties of Lightweight Mortars Containing Waste PET Aggregates

dc.contributor.author Akcaozoglu, Semiha
dc.contributor.author Atis, Cengiz Duran
dc.date.accessioned 2025-09-25T10:45:38Z
dc.date.available 2025-09-25T10:45:38Z
dc.date.issued 2011
dc.description Akcaozoglu, Semiha/0000-0003-1033-5819; en_US
dc.description.abstract In this work, the effect of Granulated Blast Furnace Slag (GBFS) and fly ash (FA) addition on the strength properties of lightweight mortars containing waste Poly-ethylene Terephthalate (PET) bottle aggregates was investigated. Investigation was carried out on three groups of mortar specimens. One made with only Normal Portland cement (NPC) as binder, second made with NPC and GBFS together and, third made with NPC and FA together. The industrial wastes mentioned above were used as the replacement of cement on mass basis at the replacement ratio of 50%. The size of shredded PET granules used as aggregate for the preparation of mortar mixtures were between 0 and 4 mm. The waste lightweight PET aggregate (WPLA)-binder ratio (WPLA/b) was 0.60; the water-binder (w/b) ratios were determined as 0.45 and 0.50. The dry unit weight, compressive and flexural-tensile strengths, carbonation depths and drying shrinkage values were measured and presented. The results have shown that modifying GBFS had positive effects on the compressive strength and drying shrinkage values (after 90 days) of the WPLA mortars. However, FA substitution decreased compressive and flexural-tensile strengths and increased carbonation depths. Nevertheless a visible reduction occurred on the drying shrinkage values of FA modifying specimens more than cement specimens and GBFS modified specimens. The test results indicated that, GBFS has a potential of using as the replacement of cement on the WPLA mortars by taking into consideration the characteristics. But using FA as a binder at the replacement ratio of 50% did not improve the overall strength properties. Although it was thought that, using FA as binder at the replacement ratio of 50% for the aim of production WPLA concrete which has a specific strength, would provide advantages of economical and ecological aspects. (C) 2011 Elsevier Ltd. All rights reserved. en_US
dc.description.sponsorship Cukurova University [MMF2006D23] en_US
dc.description.sponsorship The authors would like thank Cukurova University Scientific Research Projects Directorate that supported the present work (Project number: MMF2006D23). en_US
dc.identifier.doi 10.1016/j.conbuildmat.2011.04.042
dc.identifier.issn 0950-0618
dc.identifier.scopus 2-s2.0-79958143886
dc.identifier.uri https://doi.org/10.1016/j.conbuildmat.2011.04.042
dc.identifier.uri https://hdl.handle.net/20.500.12573/3684
dc.language.iso en en_US
dc.publisher Elsevier Sci Ltd en_US
dc.relation.ispartof Construction and Building Materials en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject PET en_US
dc.subject Granulated Blast Furnace Slag en_US
dc.subject Fly Ash en_US
dc.subject Waste PET Aggregate en_US
dc.subject Lightweight Aggregate en_US
dc.subject Strength Properties en_US
dc.title Effect of Granulated Blast Furnace Slag and Fly Ash Addition on the Strength Properties of Lightweight Mortars Containing Waste PET Aggregates en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id Akcaozoglu, Semiha/0000-0003-1033-5819
gdc.author.scopusid 35096003700
gdc.author.scopusid 55664742300
gdc.author.wosid Atis, Cengiz/W-3762-2017
gdc.bip.impulseclass C4
gdc.bip.influenceclass C4
gdc.bip.popularityclass C3
gdc.coar.access metadata only access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department Abdullah Gül University en_US
gdc.description.departmenttemp [Akcaozoglu, Semiha] Nigde Univ, Fac Architecture, Dept Architecture, TR-51100 Nigde, Turkey; [Atis, Cengiz Duran] Erciyes Univ, Fac Engn, Dept Civil Engn, TR-38039 Kayseri, Turkey; [Atis, Cengiz Duran] Abdullah Gul Univ, Engn & Architecture Fac, Dept Civil Engn, Kayseri, Turkey en_US
gdc.description.endpage 4058 en_US
gdc.description.issue 10 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 4052 en_US
gdc.description.volume 25 en_US
gdc.description.woscitationindex Science Citation Index Expanded
gdc.description.wosquality Q1
gdc.identifier.openalex W1999759231
gdc.identifier.wos WOS:000292664700032
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.diamondjournal false
gdc.oaire.impulse 11.0
gdc.oaire.influence 1.0026549E-8
gdc.oaire.isgreen false
gdc.oaire.keywords PET
gdc.oaire.keywords Strength properties
gdc.oaire.keywords Granulated Blast Furnace Slag
gdc.oaire.keywords Waste PET aggregate
gdc.oaire.keywords Lightweight aggregate
gdc.oaire.keywords Fly ash
gdc.oaire.popularity 4.921487E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.openalex.collaboration National
gdc.openalex.fwci 10.3568
gdc.openalex.normalizedpercentile 0.98
gdc.openalex.toppercent TOP 10%
gdc.opencitations.count 89
gdc.plumx.crossrefcites 91
gdc.plumx.mendeley 157
gdc.plumx.scopuscites 88
gdc.scopus.citedcount 91
gdc.wos.citedcount 76
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relation.isOrgUnitOfPublication.latestForDiscovery 665d3039-05f8-4a25-9a3c-b9550bffecef

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