Improving the Compressive Strength of Concrete with Recycled Ground Glass

Descripción del Articulo

This paper explores the use of recycled ground glass as a partial substitute for sand in concrete mixtures, aiming to enhance its mechanical properties, specifically compressive strength. Mixtures with glass replacements of 15%, 20%, and 25% were developed and tested, evaluating their performance at...

Descripción completa

Detalles Bibliográficos
Autores: Ccente, Kevin, Tello, Jhon, Eyzaguirre, Carlos
Formato: artículo
Fecha de Publicación:2025
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/687150
Enlace del recurso:http://hdl.handle.net/10757/687150
Nivel de acceso:acceso abierto
Materia:compressive strength
concrete
economics
ground glass
sustainability
https://purl.org/pe-repo/ocde/ford#2.01.00
id UUPC_bc5487d8dde52032dd874ee6840d72ea
oai_identifier_str oai:repositorioacademico.upc.edu.pe:10757/687150
network_acronym_str UUPC
network_name_str UPC-Institucional
repository_id_str 2670
dc.title.es_PE.fl_str_mv Improving the Compressive Strength of Concrete with Recycled Ground Glass
title Improving the Compressive Strength of Concrete with Recycled Ground Glass
spellingShingle Improving the Compressive Strength of Concrete with Recycled Ground Glass
Ccente, Kevin
compressive strength
concrete
economics
ground glass
sustainability
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Improving the Compressive Strength of Concrete with Recycled Ground Glass
title_full Improving the Compressive Strength of Concrete with Recycled Ground Glass
title_fullStr Improving the Compressive Strength of Concrete with Recycled Ground Glass
title_full_unstemmed Improving the Compressive Strength of Concrete with Recycled Ground Glass
title_sort Improving the Compressive Strength of Concrete with Recycled Ground Glass
author Ccente, Kevin
author_facet Ccente, Kevin
Tello, Jhon
Eyzaguirre, Carlos
author_role author
author2 Tello, Jhon
Eyzaguirre, Carlos
author2_role author
author
dc.contributor.author.fl_str_mv Ccente, Kevin
Tello, Jhon
Eyzaguirre, Carlos
dc.subject.es_PE.fl_str_mv compressive strength
concrete
economics
ground glass
sustainability
topic compressive strength
concrete
economics
ground glass
sustainability
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.es_PE.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description This paper explores the use of recycled ground glass as a partial substitute for sand in concrete mixtures, aiming to enhance its mechanical properties, specifically compressive strength. Mixtures with glass replacements of 15%, 20%, and 25% were developed and tested, evaluating their performance at 7, 14, and 28 days. Experimental results indicate that using 15% ground glass increases compressive strength by 4.91% compared to standard concrete and improves workability without significantly affecting cohesion. In contrast, higher glass percentages increase the mixture's porosity, reducing its density and strength. Furthermore, the economic analysis shows a cost reduction of up to 1.94% with this optimal proportion. The research concludes that incorporating ground glass is a sustainable and economically viable alternative, as it promotes waste reuse and reduces the demand for natural sand, thereby mitigating the environmental impact associated with construction.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-11-10T23:18:41Z
dc.date.available.none.fl_str_mv 2025-11-10T23:18:41Z
dc.date.issued.fl_str_mv 2025-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.11159/iccste25.164
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/687150
dc.identifier.eissn.none.fl_str_mv 23693002
dc.identifier.journal.es_PE.fl_str_mv International Conference on Civil Structural and Transportation Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-105012157671
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:105012157671
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.11159/iccste25.164
23693002
International Conference on Civil Structural and Transportation Engineering
2-s2.0-105012157671
SCOPUS_ID:105012157671
0000 0001 2196 144X
url http://hdl.handle.net/10757/687150
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.*.fl_str_mv Attribution 4.0 International
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv Attribution 4.0 International
http://creativecommons.org/licenses/by/4.0/
dc.format.es_PE.fl_str_mv application/pdf
dc.publisher.es_PE.fl_str_mv Avestia Publishing
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv International Conference on Civil Structural and Transportation Engineering
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/687150/3/license.txt
https://repositorioacademico.upc.edu.pe/bitstream/10757/687150/2/license_rdf
https://repositorioacademico.upc.edu.pe/bitstream/10757/687150/1/ICCSTE_164.pdf
bitstream.checksum.fl_str_mv 8a4605be74aa9ea9d79846c1fba20a33
0175ea4a2d4caec4bbcc37e300941108
3d7dc86b12a8aeeaa9a5db86c8a098ce
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
repository.name.fl_str_mv Repositorio Académico UPC
repository.mail.fl_str_mv upc@openrepository.com
_version_ 1849236127099125760
spelling 6d0e4a1e51d4e034bcb4ceda70e83d7630065d95801717c24851c0a50017ba0a8ab300349fe21ef2b5de62d518a4ec54ae2c5e500Ccente, KevinTello, JhonEyzaguirre, Carlos2025-11-10T23:18:41Z2025-11-10T23:18:41Z2025-01-0110.11159/iccste25.164http://hdl.handle.net/10757/68715023693002International Conference on Civil Structural and Transportation Engineering2-s2.0-105012157671SCOPUS_ID:1050121576710000 0001 2196 144XThis paper explores the use of recycled ground glass as a partial substitute for sand in concrete mixtures, aiming to enhance its mechanical properties, specifically compressive strength. Mixtures with glass replacements of 15%, 20%, and 25% were developed and tested, evaluating their performance at 7, 14, and 28 days. Experimental results indicate that using 15% ground glass increases compressive strength by 4.91% compared to standard concrete and improves workability without significantly affecting cohesion. In contrast, higher glass percentages increase the mixture's porosity, reducing its density and strength. Furthermore, the economic analysis shows a cost reduction of up to 1.94% with this optimal proportion. The research concludes that incorporating ground glass is a sustainable and economically viable alternative, as it promotes waste reuse and reduces the demand for natural sand, thereby mitigating the environmental impact associated with construction.application/pdfengAvestia Publishinginfo:eu-repo/semantics/openAccessAttribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/compressive strengthconcreteeconomicsground glasssustainabilityhttps://purl.org/pe-repo/ocde/ford#2.01.00Improving the Compressive Strength of Concrete with Recycled Ground Glassinfo:eu-repo/semantics/articleInternational Conference on Civil Structural and Transportation Engineeringreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPC2025-11-10T23:18:43ZLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/687150/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD53falseCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8908https://repositorioacademico.upc.edu.pe/bitstream/10757/687150/2/license_rdf0175ea4a2d4caec4bbcc37e300941108MD52falseORIGINALICCSTE_164.pdfICCSTE_164.pdfapplication/pdf767324https://repositorioacademico.upc.edu.pe/bitstream/10757/687150/1/ICCSTE_164.pdf3d7dc86b12a8aeeaa9a5db86c8a098ceMD51true10757/687150oai:repositorioacademico.upc.edu.pe:10757/6871502025-11-10 23:18:43.425Repositorio Académico UPCupc@openrepository.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
score 13.375797
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).