Effects of waste glass powder as pozzolanic cement supplementary material for structural elements
Descripción del Articulo
The ever-growing global production of glass generates high waste percentages, the vast majority of which does not get recycled hence increasing the concern on its environmental impact. Studies on the pozzolanic properties of glass powder emerged as a solution to the abundance of waste glass powder a...
| 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:10757/660020 |
| Enlace del recurso: | http://hdl.handle.net/10757/660020 |
| Nivel de acceso: | acceso embargado |
| Materia: | Air content Compressive strength Pozzolanic cement Slump Waste glass powder |
| id |
UUPC_8d7e96eaf8bebb91541aaf75651428c0 |
|---|---|
| oai_identifier_str |
oai:repositorioacademico.upc.edu.pe:10757/660020 |
| network_acronym_str |
UUPC |
| network_name_str |
UPC-Institucional |
| repository_id_str |
2670 |
| dc.title.es_PE.fl_str_mv |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| title |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| spellingShingle |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements Del Pino, Sebastian Air content Compressive strength Pozzolanic cement Slump Waste glass powder |
| title_short |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| title_full |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| title_fullStr |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| title_full_unstemmed |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| title_sort |
Effects of waste glass powder as pozzolanic cement supplementary material for structural elements |
| author |
Del Pino, Sebastian |
| author_facet |
Del Pino, Sebastian Milachay, Daniela Rodriguez, José Eyzaguirre, Carlos |
| author_role |
author |
| author2 |
Milachay, Daniela Rodriguez, José Eyzaguirre, Carlos |
| author2_role |
author author author |
| dc.contributor.author.fl_str_mv |
Del Pino, Sebastian Milachay, Daniela Rodriguez, José Eyzaguirre, Carlos |
| dc.subject.es_PE.fl_str_mv |
Air content Compressive strength Pozzolanic cement Slump Waste glass powder |
| topic |
Air content Compressive strength Pozzolanic cement Slump Waste glass powder |
| description |
The ever-growing global production of glass generates high waste percentages, the vast majority of which does not get recycled hence increasing the concern on its environmental impact. Studies on the pozzolanic properties of glass powder emerged as a solution to the abundance of waste glass powder available and its insufficient recycling. The aim of this study is to investigate the influence 10%,15% and 20% of waste soda-lime glass powder as partial cement replacement; fresh concrete tests were carried out, as well as compression strength tests at 28 days on grade 280 kg/cm2 concrete produced with pozzolanic cement. Tests results show an insignificant reduction of slump on the concrete mixes, an increase of air content and a decrease in density and compressive strength resistance with increasing glass powder substitution. |
| publishDate |
2022 |
| dc.date.accessioned.none.fl_str_mv |
2022-05-27T23:23:13Z |
| dc.date.available.none.fl_str_mv |
2022-05-27T23:23:13Z |
| dc.date.issued.fl_str_mv |
2022-01-01 |
| dc.type.es_PE.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.issn.none.fl_str_mv |
02555476 |
| dc.identifier.doi.none.fl_str_mv |
10.4028/p-4vq485 |
| dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/10757/660020 |
| dc.identifier.eissn.none.fl_str_mv |
16629752 |
| dc.identifier.journal.es_PE.fl_str_mv |
Materials Science Forum |
| dc.identifier.eid.none.fl_str_mv |
2-s2.0-85129868618 |
| dc.identifier.scopusid.none.fl_str_mv |
SCOPUS_ID:85129868618 |
| dc.identifier.isni.none.fl_str_mv |
0000 0001 2196 144X |
| identifier_str_mv |
02555476 10.4028/p-4vq485 16629752 Materials Science Forum 2-s2.0-85129868618 SCOPUS_ID:85129868618 0000 0001 2196 144X |
| url |
http://hdl.handle.net/10757/660020 |
| dc.language.iso.es_PE.fl_str_mv |
eng |
| language |
eng |
| dc.relation.url.es_PE.fl_str_mv |
https://www.scientific.net/MSF.1058.127 |
| dc.rights.es_PE.fl_str_mv |
info:eu-repo/semantics/embargoedAccess |
| eu_rights_str_mv |
embargoedAccess |
| dc.format.es_PE.fl_str_mv |
application/html |
| dc.publisher.es_PE.fl_str_mv |
Trans Tech Publications Ltd |
| 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 |
Materials Science Forum |
| dc.source.volume.none.fl_str_mv |
1058 MSF |
| dc.source.beginpage.none.fl_str_mv |
127 |
| dc.source.endpage.none.fl_str_mv |
131 |
| bitstream.url.fl_str_mv |
https://repositorioacademico.upc.edu.pe/bitstream/10757/660020/1/license.txt |
| bitstream.checksum.fl_str_mv |
8a4605be74aa9ea9d79846c1fba20a33 |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 |
| repository.name.fl_str_mv |
Repositorio académico upc |
| repository.mail.fl_str_mv |
upc@openrepository.com |
| _version_ |
1846065811303694336 |
| spelling |
9982103ee733aae59d97305a92ed55b33003c285928b0a6113bea2dab757f7321dd3001e63ffb50c478dada8a9d86eac4cc131500349fe21ef2b5de62d518a4ec54ae2c5eDel Pino, SebastianMilachay, DanielaRodriguez, JoséEyzaguirre, Carlos2022-05-27T23:23:13Z2022-05-27T23:23:13Z2022-01-010255547610.4028/p-4vq485http://hdl.handle.net/10757/66002016629752Materials Science Forum2-s2.0-85129868618SCOPUS_ID:851298686180000 0001 2196 144XThe ever-growing global production of glass generates high waste percentages, the vast majority of which does not get recycled hence increasing the concern on its environmental impact. Studies on the pozzolanic properties of glass powder emerged as a solution to the abundance of waste glass powder available and its insufficient recycling. The aim of this study is to investigate the influence 10%,15% and 20% of waste soda-lime glass powder as partial cement replacement; fresh concrete tests were carried out, as well as compression strength tests at 28 days on grade 280 kg/cm2 concrete produced with pozzolanic cement. Tests results show an insignificant reduction of slump on the concrete mixes, an increase of air content and a decrease in density and compressive strength resistance with increasing glass powder substitution.application/htmlengTrans Tech Publications Ltdhttps://www.scientific.net/MSF.1058.127info:eu-repo/semantics/embargoedAccessAir contentCompressive strengthPozzolanic cementSlumpWaste glass powderEffects of waste glass powder as pozzolanic cement supplementary material for structural elementsinfo:eu-repo/semantics/articleMaterials Science Forum1058 MSF127131reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/660020/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/660020oai:repositorioacademico.upc.edu.pe:10757/6600202022-05-27 23:23:14.031Repositorio académico upcupc@openrepository.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 |
| score |
13.905282 |
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).
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).