Improving the physical and mechanical properties new concrete containing crushed dune sand and demolition waste as coarse aggregate
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , |
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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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 |
|
_version_ |
1808845239847223296 |