Influence of PET fibers on compressive strength, water absorption percentage and density of adobe
Descripción del Articulo
Adobe is a building material that has been used since ancient times, but is not as widely used as clay bricks or concrete for housing construction. In addition, it uses a construction technique that has been passed down and improved from generation to generation. In view of this, the present work ai...
| Autores: | , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2022 |
| Institución: | Universidad Peruana de Ciencias Aplicadas |
| Repositorio: | UPC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorioacademico.upc.edu.pe:10757/659505 |
| Enlace del recurso: | http://hdl.handle.net/10757/659505 |
| Nivel de acceso: | acceso embargado |
| Materia: | Absorption percentage Adobe Compressive strength Density PET fibers |
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| dc.title.es_PE.fl_str_mv |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| title |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| spellingShingle |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe Ordoñez, Denys Absorption percentage Adobe Compressive strength Density PET fibers |
| title_short |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| title_full |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| title_fullStr |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| title_full_unstemmed |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| title_sort |
Influence of PET fibers on compressive strength, water absorption percentage and density of adobe |
| author |
Ordoñez, Denys |
| author_facet |
Ordoñez, Denys Noa, Melisa Carrera, Elsa |
| author_role |
author |
| author2 |
Noa, Melisa Carrera, Elsa |
| author2_role |
author author |
| dc.contributor.author.fl_str_mv |
Ordoñez, Denys Noa, Melisa Carrera, Elsa |
| dc.subject.es_PE.fl_str_mv |
Absorption percentage Adobe Compressive strength Density PET fibers |
| topic |
Absorption percentage Adobe Compressive strength Density PET fibers |
| description |
Adobe is a building material that has been used since ancient times, but is not as widely used as clay bricks or concrete for housing construction. In addition, it uses a construction technique that has been passed down and improved from generation to generation. In view of this, the present work aims to improve the properties of adobe by using PET bottle fibers in its composition. A mechanical test and two physical tests were carried out for adobe with 0% (standard adobe), 2%, 4% and 6% PET fibers, where it was observed that the adobe with 6% PET fibers obtained the best results, since it increased the compressive strength of the adobe by 19%, reduced the absorption percentage by 12% and finally reduced the density by 16.4%. Therefore, the addition of PET fibers in adobe is recommended, as it contributes to improve its mechanical and physical properties. Additionally, it reduces pollution in streets, rivers, parks, etc. because it promotes the recycling of PET bottles. |
| publishDate |
2022 |
| dc.date.accessioned.none.fl_str_mv |
2022-04-07T21:43:02Z |
| dc.date.available.none.fl_str_mv |
2022-04-07T21:43:02Z |
| dc.date.issued.fl_str_mv |
2022-01-01 |
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info:eu-repo/semantics/article |
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article |
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10139826 |
| dc.identifier.doi.none.fl_str_mv |
10.4028/p-h623i7 |
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http://hdl.handle.net/10757/659505 |
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16629795 |
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Key Engineering Materials |
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2-s2.0-85126747867 |
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SCOPUS_ID:85126747867 |
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0000 0001 2196 144X |
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http://hdl.handle.net/10757/659505 |
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eng |
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eng |
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https://www.scientific.net/KEM.913.119 |
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application/html |
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Trans Tech Publications Ltd |
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Key Engineering Materials |
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913 KEM |
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119 |
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124 |
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ebcab29de98dce141e5f4bef1a755b1830e19a8f925dd30139ba0397467cc20cbbac2d6d061161e7a6466ff5ce93ca28500Ordoñez, DenysNoa, MelisaCarrera, Elsa2022-04-07T21:43:02Z2022-04-07T21:43:02Z2022-01-011013982610.4028/p-h623i7http://hdl.handle.net/10757/65950516629795Key Engineering Materials2-s2.0-85126747867SCOPUS_ID:851267478670000 0001 2196 144XAdobe is a building material that has been used since ancient times, but is not as widely used as clay bricks or concrete for housing construction. In addition, it uses a construction technique that has been passed down and improved from generation to generation. In view of this, the present work aims to improve the properties of adobe by using PET bottle fibers in its composition. A mechanical test and two physical tests were carried out for adobe with 0% (standard adobe), 2%, 4% and 6% PET fibers, where it was observed that the adobe with 6% PET fibers obtained the best results, since it increased the compressive strength of the adobe by 19%, reduced the absorption percentage by 12% and finally reduced the density by 16.4%. Therefore, the addition of PET fibers in adobe is recommended, as it contributes to improve its mechanical and physical properties. Additionally, it reduces pollution in streets, rivers, parks, etc. because it promotes the recycling of PET bottles.application/htmlengTrans Tech Publications Ltdhttps://www.scientific.net/KEM.913.119info:eu-repo/semantics/embargoedAccessAttribution-NonCommercial-ShareAlike 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-sa/4.0/Absorption percentageAdobeCompressive strengthDensityPET fibersInfluence of PET fibers on compressive strength, water absorption percentage and density of adobeinfo:eu-repo/semantics/articleKey Engineering Materials913 KEM119124reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/659505/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD52falseCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81031https://repositorioacademico.upc.edu.pe/bitstream/10757/659505/1/license_rdf934f4ca17e109e0a05eaeaba504d7ce4MD51false10757/659505oai:repositorioacademico.upc.edu.pe:10757/6595052022-04-07 21:43:03.383Repositorio 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).