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...
| Autores: | , , |
|---|---|
| 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 |
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| 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 |
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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 |
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2-s2.0-105012157671 |
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SCOPUS_ID:105012157671 |
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0000 0001 2196 144X |
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10.11159/iccste25.164 23693002 International Conference on Civil Structural and Transportation Engineering 2-s2.0-105012157671 SCOPUS_ID:105012157671 0000 0001 2196 144X |
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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 |
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Attribution 4.0 International |
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http://creativecommons.org/licenses/by/4.0/ |
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openAccess |
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Attribution 4.0 International http://creativecommons.org/licenses/by/4.0/ |
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application/pdf |
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Avestia Publishing |
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International Conference on Civil Structural and Transportation Engineering |
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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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 |
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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).