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Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology

Fly oil shale ash (FOSA) is a waste material known for its pozzolanic activity. This study intends to investigate the optimum thermal treatment conditions to use FOSA efficiently as a cement replacement material. FOSA samples were burned in an electric oven for 2, 4, and 6 h at temperatures ranging...

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Autores principales: Al Salaheen, Marsail, Alaloul, Wesam Salah, Malkawi, Ahmad B., de Brito, Jorge, Alzubi, Khalid Mhmoud, Al-Sabaeei, Abdulnaser M., Alnarabiji, Mohamad Sahban
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9570664/
https://www.ncbi.nlm.nih.gov/pubmed/36233878
http://dx.doi.org/10.3390/ma15196538
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author Al Salaheen, Marsail
Alaloul, Wesam Salah
Malkawi, Ahmad B.
de Brito, Jorge
Alzubi, Khalid Mhmoud
Al-Sabaeei, Abdulnaser M.
Alnarabiji, Mohamad Sahban
author_facet Al Salaheen, Marsail
Alaloul, Wesam Salah
Malkawi, Ahmad B.
de Brito, Jorge
Alzubi, Khalid Mhmoud
Al-Sabaeei, Abdulnaser M.
Alnarabiji, Mohamad Sahban
author_sort Al Salaheen, Marsail
collection PubMed
description Fly oil shale ash (FOSA) is a waste material known for its pozzolanic activity. This study intends to investigate the optimum thermal treatment conditions to use FOSA efficiently as a cement replacement material. FOSA samples were burned in an electric oven for 2, 4, and 6 h at temperatures ranging from 550 °C to 1000 °C with 150 °C intervals. A total of 333 specimens out of 37 different mixes were prepared and tested with cement replacement ratios between 10% and 30%. The investigated properties included the mineralogical characteristics, chemical elemental analysis, compressive strength, and strength activity index for mortar samples. The findings show that the content of SiO(2) + Al(2)O(3) + Fe(2)O(3) was less than 70% in all samples. The strength activity index of the raw FOSA at 56 days exceeded 75%. Among all specimens, the calcined samples for 2 h demonstrated the highest pozzolanic activity and compressive strength with a 75% strength activity index. The model developed by RSM is suitable for the interpretation of FOSA in the cementitious matrix with high degrees of correlation above 85%. The optimal compressive strength was achieved at a 30% replacement level, a temperature of 700 °C for 2 h, and after 56 days of curing.
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spelling pubmed-95706642022-10-17 Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology Al Salaheen, Marsail Alaloul, Wesam Salah Malkawi, Ahmad B. de Brito, Jorge Alzubi, Khalid Mhmoud Al-Sabaeei, Abdulnaser M. Alnarabiji, Mohamad Sahban Materials (Basel) Article Fly oil shale ash (FOSA) is a waste material known for its pozzolanic activity. This study intends to investigate the optimum thermal treatment conditions to use FOSA efficiently as a cement replacement material. FOSA samples were burned in an electric oven for 2, 4, and 6 h at temperatures ranging from 550 °C to 1000 °C with 150 °C intervals. A total of 333 specimens out of 37 different mixes were prepared and tested with cement replacement ratios between 10% and 30%. The investigated properties included the mineralogical characteristics, chemical elemental analysis, compressive strength, and strength activity index for mortar samples. The findings show that the content of SiO(2) + Al(2)O(3) + Fe(2)O(3) was less than 70% in all samples. The strength activity index of the raw FOSA at 56 days exceeded 75%. Among all specimens, the calcined samples for 2 h demonstrated the highest pozzolanic activity and compressive strength with a 75% strength activity index. The model developed by RSM is suitable for the interpretation of FOSA in the cementitious matrix with high degrees of correlation above 85%. The optimal compressive strength was achieved at a 30% replacement level, a temperature of 700 °C for 2 h, and after 56 days of curing. MDPI 2022-09-21 /pmc/articles/PMC9570664/ /pubmed/36233878 http://dx.doi.org/10.3390/ma15196538 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Al Salaheen, Marsail
Alaloul, Wesam Salah
Malkawi, Ahmad B.
de Brito, Jorge
Alzubi, Khalid Mhmoud
Al-Sabaeei, Abdulnaser M.
Alnarabiji, Mohamad Sahban
Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology
title Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology
title_full Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology
title_fullStr Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology
title_full_unstemmed Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology
title_short Modelling and Optimization for Mortar Compressive Strength Incorporating Heat-Treated Fly Oil Shale Ash as an Effective Supplementary Cementitious Material Using Response Surface Methodology
title_sort modelling and optimization for mortar compressive strength incorporating heat-treated fly oil shale ash as an effective supplementary cementitious material using response surface methodology
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9570664/
https://www.ncbi.nlm.nih.gov/pubmed/36233878
http://dx.doi.org/10.3390/ma15196538
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