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Mechanical properties of sustainable concrete comprising various wastes
Due to the rapid increase of pollution around the world, the disposal of waste materials such as granite powder (GP), iron powder (IP), brick powder (BP), and waste plastic particles (PP) is a major environmental problem in the entire world. Utilizing these industrial waste materials has many advant...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
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Nature Publishing Group UK
2023
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10425452/ https://www.ncbi.nlm.nih.gov/pubmed/37580387 http://dx.doi.org/10.1038/s41598-023-40392-2 |
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author | Reda, Ramy M. Mahmoud, Hoda S. E. Ahmad, Seleem S. E. Sallam, Hossam El-Din M. |
author_facet | Reda, Ramy M. Mahmoud, Hoda S. E. Ahmad, Seleem S. E. Sallam, Hossam El-Din M. |
author_sort | Reda, Ramy M. |
collection | PubMed |
description | Due to the rapid increase of pollution around the world, the disposal of waste materials such as granite powder (GP), iron powder (IP), brick powder (BP), and waste plastic particles (PP) is a major environmental problem in the entire world. Utilizing these industrial waste materials has many advantages for the construction industry regarding cost-effectiveness and the sustainability of natural resources. This investigation examined the addition of GP, IP, BP, and PP as a fine aggregate with ratios of 5%, 10%, 15%, and 20% of sand in producing and assessing sustainable concrete. The static properties, i.e., compressive, tensile, flexural strength, and dynamic properties using the drop-weight impact test, were evaluated of such materials. The results showed that using IP as a partial replacement enhances both static and dynamic properties of concrete; the enhancement kept increasing up to 20% of IP, and the compressive, tensile, flexural strength, and impact energy increased by 8.4%, 12.5%, 8.5, and 125%, respectively. Therefore, IP can be suggested to replace sand by up to 20%. Using PP up to 15% enhanced the impact energy at failure by about 225%. It also observed that the optimum value for GP and BP was 10%. When using 10% GP the increase in the compressive, tensile, flexural strength, and impact energy was 11.7%, 25%, 21.5%, and 100%, respectively, while it increased by 12.9%, 7.6%, 15.4%, and 63% respectively when using BP. |
format | Online Article Text |
id | pubmed-10425452 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2023 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-104254522023-08-16 Mechanical properties of sustainable concrete comprising various wastes Reda, Ramy M. Mahmoud, Hoda S. E. Ahmad, Seleem S. E. Sallam, Hossam El-Din M. Sci Rep Article Due to the rapid increase of pollution around the world, the disposal of waste materials such as granite powder (GP), iron powder (IP), brick powder (BP), and waste plastic particles (PP) is a major environmental problem in the entire world. Utilizing these industrial waste materials has many advantages for the construction industry regarding cost-effectiveness and the sustainability of natural resources. This investigation examined the addition of GP, IP, BP, and PP as a fine aggregate with ratios of 5%, 10%, 15%, and 20% of sand in producing and assessing sustainable concrete. The static properties, i.e., compressive, tensile, flexural strength, and dynamic properties using the drop-weight impact test, were evaluated of such materials. The results showed that using IP as a partial replacement enhances both static and dynamic properties of concrete; the enhancement kept increasing up to 20% of IP, and the compressive, tensile, flexural strength, and impact energy increased by 8.4%, 12.5%, 8.5, and 125%, respectively. Therefore, IP can be suggested to replace sand by up to 20%. Using PP up to 15% enhanced the impact energy at failure by about 225%. It also observed that the optimum value for GP and BP was 10%. When using 10% GP the increase in the compressive, tensile, flexural strength, and impact energy was 11.7%, 25%, 21.5%, and 100%, respectively, while it increased by 12.9%, 7.6%, 15.4%, and 63% respectively when using BP. Nature Publishing Group UK 2023-08-14 /pmc/articles/PMC10425452/ /pubmed/37580387 http://dx.doi.org/10.1038/s41598-023-40392-2 Text en © The Author(s) 2023 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) . |
spellingShingle | Article Reda, Ramy M. Mahmoud, Hoda S. E. Ahmad, Seleem S. E. Sallam, Hossam El-Din M. Mechanical properties of sustainable concrete comprising various wastes |
title | Mechanical properties of sustainable concrete comprising various wastes |
title_full | Mechanical properties of sustainable concrete comprising various wastes |
title_fullStr | Mechanical properties of sustainable concrete comprising various wastes |
title_full_unstemmed | Mechanical properties of sustainable concrete comprising various wastes |
title_short | Mechanical properties of sustainable concrete comprising various wastes |
title_sort | mechanical properties of sustainable concrete comprising various wastes |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10425452/ https://www.ncbi.nlm.nih.gov/pubmed/37580387 http://dx.doi.org/10.1038/s41598-023-40392-2 |
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