Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate

Detalhes bibliográficos
Autor(a) principal: Agha , Noureddine
Data de Publicação: 2023
Outros Autores: Makkani, Abdelkadir, Tafraoui, Ahmed, Zaouai, Said
Tipo de documento: Artigo
Idioma: eng
Título da fonte: The Journal of Engineering and Exact Sciences
Texto Completo: https://periodicos.ufv.br/jcec/article/view/16002
Resumo: Using concrete waste as aggregates in new concrete compositions brings numerous advantages. It helps in reducing the costs associated with managing demolition waste and contributes to the preservation of natural deposits and mountains by minimizing the demand for new quarries. However, when completely substituting natural aggregates (NA) with recycled concrete aggregates (RCA) in concrete, it directly affects the fundamental properties of the material, particularly its physical and mechanical characteristics. This is primarily due to the inferior qualities exhibited by RCAs in comparison to natural coarse aggregates, primarily stemming from their increased porosity and water absorption. In the experimental study conducted, the focus was on investigating the influence of substituting cement with crushed dune sand (CDS) at different replacement levels (5%, 10%, and 15%) on the mechanical and physical properties of self-compacting concrete (SCC) incorporating 100% RCA. The findings from this study indicated that the substitution of cement with CS resulted in improved mechanical and physical behavior of the self-compacting concrete containing 100% RCA, particularly when CS was present at 5% and 10% levels. Overall, the study suggests that incorporating CS as a partial substitute for cement in SCC containing 100% RCA can positively affect the properties of the concrete mixture, enhancing its mechanical and physical performance.
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spelling Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregateSelf-compacting concrete. Recycled concrete aggregates. Crushed dune sand. Mechanical and physical properties.Using concrete waste as aggregates in new concrete compositions brings numerous advantages. It helps in reducing the costs associated with managing demolition waste and contributes to the preservation of natural deposits and mountains by minimizing the demand for new quarries. However, when completely substituting natural aggregates (NA) with recycled concrete aggregates (RCA) in concrete, it directly affects the fundamental properties of the material, particularly its physical and mechanical characteristics. This is primarily due to the inferior qualities exhibited by RCAs in comparison to natural coarse aggregates, primarily stemming from their increased porosity and water absorption. In the experimental study conducted, the focus was on investigating the influence of substituting cement with crushed dune sand (CDS) at different replacement levels (5%, 10%, and 15%) on the mechanical and physical properties of self-compacting concrete (SCC) incorporating 100% RCA. The findings from this study indicated that the substitution of cement with CS resulted in improved mechanical and physical behavior of the self-compacting concrete containing 100% RCA, particularly when CS was present at 5% and 10% levels. Overall, the study suggests that incorporating CS as a partial substitute for cement in SCC containing 100% RCA can positively affect the properties of the concrete mixture, enhancing its mechanical and physical performance.Universidade Federal de Viçosa - UFV2023-06-17info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.ufv.br/jcec/article/view/1600210.18540/jcecvl9iss5pp16002-01eThe Journal of Engineering and Exact Sciences; Vol. 9 No. 5 (2023); 16002-01eThe Journal of Engineering and Exact Sciences; Vol. 9 Núm. 5 (2023); 16002-01eThe Journal of Engineering and Exact Sciences; v. 9 n. 5 (2023); 16002-01e2527-1075reponame:The Journal of Engineering and Exact Sciencesinstname:Universidade Federal de Viçosa (UFV)instacron:UFVenghttps://periodicos.ufv.br/jcec/article/view/16002/8015Copyright (c) 2023 The Journal of Engineering and Exact Scienceshttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessAgha , NoureddineMakkani, AbdelkadirTafraoui, AhmedZaouai, Said2023-06-27T12:44:31Zoai:ojs.periodicos.ufv.br:article/16002Revistahttp://www.seer.ufv.br/seer/rbeq2/index.php/req2/oai2527-10752527-1075opendoar:2023-06-27T12:44:31The Journal of Engineering and Exact Sciences - Universidade Federal de Viçosa (UFV)false
dc.title.none.fl_str_mv Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
title Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
spellingShingle Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
Agha , Noureddine
Self-compacting concrete. Recycled concrete aggregates. Crushed dune sand. Mechanical and physical properties.
title_short Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
title_full Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
title_fullStr Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
title_full_unstemmed Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
title_sort Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
author Agha , Noureddine
author_facet Agha , Noureddine
Makkani, Abdelkadir
Tafraoui, Ahmed
Zaouai, Said
author_role author
author2 Makkani, Abdelkadir
Tafraoui, Ahmed
Zaouai, Said
author2_role author
author
author
dc.contributor.author.fl_str_mv Agha , Noureddine
Makkani, Abdelkadir
Tafraoui, Ahmed
Zaouai, Said
dc.subject.por.fl_str_mv Self-compacting concrete. Recycled concrete aggregates. Crushed dune sand. Mechanical and physical properties.
topic Self-compacting concrete. Recycled concrete aggregates. Crushed dune sand. Mechanical and physical properties.
description Using concrete waste as aggregates in new concrete compositions brings numerous advantages. It helps in reducing the costs associated with managing demolition waste and contributes to the preservation of natural deposits and mountains by minimizing the demand for new quarries. However, when completely substituting natural aggregates (NA) with recycled concrete aggregates (RCA) in concrete, it directly affects the fundamental properties of the material, particularly its physical and mechanical characteristics. This is primarily due to the inferior qualities exhibited by RCAs in comparison to natural coarse aggregates, primarily stemming from their increased porosity and water absorption. In the experimental study conducted, the focus was on investigating the influence of substituting cement with crushed dune sand (CDS) at different replacement levels (5%, 10%, and 15%) on the mechanical and physical properties of self-compacting concrete (SCC) incorporating 100% RCA. The findings from this study indicated that the substitution of cement with CS resulted in improved mechanical and physical behavior of the self-compacting concrete containing 100% RCA, particularly when CS was present at 5% and 10% levels. Overall, the study suggests that incorporating CS as a partial substitute for cement in SCC containing 100% RCA can positively affect the properties of the concrete mixture, enhancing its mechanical and physical performance.
publishDate 2023
dc.date.none.fl_str_mv 2023-06-17
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://periodicos.ufv.br/jcec/article/view/16002
10.18540/jcecvl9iss5pp16002-01e
url https://periodicos.ufv.br/jcec/article/view/16002
identifier_str_mv 10.18540/jcecvl9iss5pp16002-01e
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://periodicos.ufv.br/jcec/article/view/16002/8015
dc.rights.driver.fl_str_mv Copyright (c) 2023 The Journal of Engineering and Exact Sciences
https://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2023 The Journal of Engineering and Exact Sciences
https://creativecommons.org/licenses/by/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
dc.source.none.fl_str_mv The Journal of Engineering and Exact Sciences; Vol. 9 No. 5 (2023); 16002-01e
The Journal of Engineering and Exact Sciences; Vol. 9 Núm. 5 (2023); 16002-01e
The Journal of Engineering and Exact Sciences; v. 9 n. 5 (2023); 16002-01e
2527-1075
reponame:The Journal of Engineering and Exact Sciences
instname:Universidade Federal de Viçosa (UFV)
instacron:UFV
instname_str Universidade Federal de Viçosa (UFV)
instacron_str UFV
institution UFV
reponame_str The Journal of Engineering and Exact Sciences
collection The Journal of Engineering and Exact Sciences
repository.name.fl_str_mv The Journal of Engineering and Exact Sciences - Universidade Federal de Viçosa (UFV)
repository.mail.fl_str_mv
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