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Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash
Integrating artificial intelligence and green concrete in the construction industry is a challenge that can help to move towards sustainable construction. Therefore, this research aims to predict the compressive strength of green concrete that includes a ratio of cement kiln dust (CKD) and fly ash (...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2023
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9892494/ https://www.ncbi.nlm.nih.gov/pubmed/36726037 http://dx.doi.org/10.1038/s41598-023-28868-7 |
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author | Bakhoum, Emad S. Amir, Arsani Osama, Fady Adel, Mohamed |
author_facet | Bakhoum, Emad S. Amir, Arsani Osama, Fady Adel, Mohamed |
author_sort | Bakhoum, Emad S. |
collection | PubMed |
description | Integrating artificial intelligence and green concrete in the construction industry is a challenge that can help to move towards sustainable construction. Therefore, this research aims to predict the compressive strength of green concrete that includes a ratio of cement kiln dust (CKD) and fly ash (FA), then recommend the optimum sustainable mixture design. The artificial neural network (ANN) and multiple linear regression techniques are used to build prediction models and statistics using MATLAB and IBM SPSS software. The input parameters are based on 156 data points of concrete components and compressive strengths that are collected from the literature. The developed models have been trained, validated, and tested for each technique. TOPSIS method is used to assign the optimum mixture design according to three sustainable criteria: compressive strength, carbon dioxide (CO(2)) emission, and cost. The results of ANN models showed a better prediction of the compressive strength with regression (R) equal to 0.928 and 0.986. The optimum mixture includes CKD 10–20% and FA 0–30%. Predicting the compressive strength of green concrete is a non-destructive approach that has sustainable returns including preservation of natural resources, reduction of greenhouse gas emissions, cost, time, and waste to landfill as well as saving energy. |
format | Online Article Text |
id | pubmed-9892494 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2023 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-98924942023-02-03 Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash Bakhoum, Emad S. Amir, Arsani Osama, Fady Adel, Mohamed Sci Rep Article Integrating artificial intelligence and green concrete in the construction industry is a challenge that can help to move towards sustainable construction. Therefore, this research aims to predict the compressive strength of green concrete that includes a ratio of cement kiln dust (CKD) and fly ash (FA), then recommend the optimum sustainable mixture design. The artificial neural network (ANN) and multiple linear regression techniques are used to build prediction models and statistics using MATLAB and IBM SPSS software. The input parameters are based on 156 data points of concrete components and compressive strengths that are collected from the literature. The developed models have been trained, validated, and tested for each technique. TOPSIS method is used to assign the optimum mixture design according to three sustainable criteria: compressive strength, carbon dioxide (CO(2)) emission, and cost. The results of ANN models showed a better prediction of the compressive strength with regression (R) equal to 0.928 and 0.986. The optimum mixture includes CKD 10–20% and FA 0–30%. Predicting the compressive strength of green concrete is a non-destructive approach that has sustainable returns including preservation of natural resources, reduction of greenhouse gas emissions, cost, time, and waste to landfill as well as saving energy. Nature Publishing Group UK 2023-02-01 /pmc/articles/PMC9892494/ /pubmed/36726037 http://dx.doi.org/10.1038/s41598-023-28868-7 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 Bakhoum, Emad S. Amir, Arsani Osama, Fady Adel, Mohamed Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
title | Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
title_full | Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
title_fullStr | Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
title_full_unstemmed | Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
title_short | Prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
title_sort | prediction model for the compressive strength of green concrete using cement kiln dust and fly ash |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9892494/ https://www.ncbi.nlm.nih.gov/pubmed/36726037 http://dx.doi.org/10.1038/s41598-023-28868-7 |
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