Evaluation of the effect of E-waste on the permeability properties of polymer concrete composites and their behavior in aggressive environments

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Özet

The rapid increase in the number of electronic products worldwide, in terms of both variety and advanced technology, together with the decrease in costs, has led to the generation of a large amount of electronic waste (e-waste), which has significantly increased environmental pollution. This study was conducted to investigate the hypothesis that the adhesion of polymer binders and plastic origin e-waste will be more effective and stronger, and therefore have a positive effect on the permeability properties of polymer concrete and its behavior against aggressive solutions. For this purpose, quartz aggregates and gravel used as an aggregate in polymer concrete were replaced with 0%, 3%, 6%, 9%, 12% and 15% e-waste. In the study where unsaturated polyester resin was used as a binder, the changes in the permeability properties (capillary water absorption, rapid chloride permeability) of the e-waste polymer concrete and its behavior against aggressive solutions (acid and sulfate attacks) were evaluated after 7, 28 and 90 days. In addition, mechanical experiments were conducted and comparisons were made. After the control concrete, the highest compressive strengths were obtained from the polymer concrete specimens using 3% e-waste, measured as 59.05 MPa, 64.5 MPa and 73.05 MPa after 7, 28 and 90 days, respectively. The research showed that polymer concretes with capillary water absorption coefficient values close to zero after 90 days can be produced with using up to 9% e-waste. The use of e-waste as an aggregate in polymer concrete at 3%, 6% and 9% e-waste, in particular, produced concrete with a high resistance to acid and sulfate attacks. The hypothesis of the study was confirmed after extensive experiments. Graphical Abstract: (Figure presented.) © The Author(s) 2024.

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https://rdlopen.rawdatalibrary.net/r/ebyu/11598Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s43452-024-01006-4Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorAydın, Merve
dc.contributor.authorBulut, H. Alperen
dc.date.accessioned2026-10-18T20:26:37.581597298Z
dc.date.available2026-10-18T20:26:37.581597298Z
dc.date.issued2024
dc.description.abstractThe rapid increase in the number of electronic products worldwide, in terms of both variety and advanced technology, together with the decrease in costs, has led to the generation of a large amount of electronic waste (e-waste), which has significantly increased environmental pollution. This study was conducted to investigate the hypothesis that the adhesion of polymer binders and plastic origin e-waste will be more effective and stronger, and therefore have a positive effect on the permeability properties of polymer concrete and its behavior against aggressive solutions. For this purpose, quartz aggregates and gravel used as an aggregate in polymer concrete were replaced with 0%, 3%, 6%, 9%, 12% and 15% e-waste. In the study where unsaturated polyester resin was used as a binder, the changes in the permeability properties (capillary water absorption, rapid chloride permeability) of the e-waste polymer concrete and its behavior against aggressive solutions (acid and sulfate attacks) were evaluated after 7, 28 and 90 days. In addition, mechanical experiments were conducted and comparisons were made. After the control concrete, the highest compressive strengths were obtained from the polymer concrete specimens using 3% e-waste, measured as 59.05 MPa, 64.5 MPa and 73.05 MPa after 7, 28 and 90 days, respectively. The research showed that polymer concretes with capillary water absorption coefficient values close to zero after 90 days can be produced with using up to 9% e-waste. The use of e-waste as an aggregate in polymer concrete at 3%, 6% and 9% e-waste, in particular, produced concrete with a high resistance to acid and sulfate attacks. The hypothesis of the study was confirmed after extensive experiments. Graphical Abstract: (Figure presented.) © The Author(s) 2024.
dc.description.sponsorshipOpen access funding provided by the Scientific and Technological Research Council of T\u00FCrkiye (T\u00DCB\u0130TAK).
dc.identifier.doi10.1007/s43452-024-01006-4
dc.identifier.eissn2083-3318
dc.identifier.issn1644-9665
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85206811107
dc.identifier.startpage194
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/11598
dc.identifier.volume24
dc.identifier.wosWOS:001262972500001
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.ispartofArchives of Civil and Mechanical Engineering
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectAggressive environment
dc.subjectE-waste
dc.subjectMechanical properties
dc.subjectPolymer concrete
dc.subjectRapid chloride permeability
dc.subjectSorptivity
dc.subjectBinders
dc.subjectComputer resource management
dc.subjectElastomers
dc.subjectIonomers
dc.subjectUnsaturated polymers
dc.subjectWater absorption
dc.subjectCapillary water absorption
dc.subjectE-wastes
dc.subjectElectronics wastes
dc.subjectMechanical
dc.subjectPermeability properties
dc.subjectPolymer concretes
dc.subjectProperty
dc.subjectRapid chloride permeabilities
dc.subjectCompressive strength
dc.titleEvaluation of the effect of E-waste on the permeability properties of polymer concrete composites and their behavior in aggressive environments
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus15
rdl.citation.wos12
rdl.oa.statusgold
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)