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Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents

Growing environmental pollution worldwide is mostly caused by the accumulation of different types of liquid and solid wastes. Therefore, policies in developed countries seek to support the concept of waste recycling due to its significant impact on the environmental footprint. Hot-mix asphalt mixtur...

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Autores principales: Hashim, Tameem Mohammed, Nasr, Mohammed Salah, Jebur, Yasir Mohammed, Kadhim, Abdullah, Alkhafaji, Zainab, Baig, Mirza Ghouse, Adekunle, Saheed Kolawole, Al-Osta, Mohammed A., Ahmad, Shamsad, Yaseen, Zaher Mundher
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9788129/
https://www.ncbi.nlm.nih.gov/pubmed/36556575
http://dx.doi.org/10.3390/ma15248769
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author Hashim, Tameem Mohammed
Nasr, Mohammed Salah
Jebur, Yasir Mohammed
Kadhim, Abdullah
Alkhafaji, Zainab
Baig, Mirza Ghouse
Adekunle, Saheed Kolawole
Al-Osta, Mohammed A.
Ahmad, Shamsad
Yaseen, Zaher Mundher
author_facet Hashim, Tameem Mohammed
Nasr, Mohammed Salah
Jebur, Yasir Mohammed
Kadhim, Abdullah
Alkhafaji, Zainab
Baig, Mirza Ghouse
Adekunle, Saheed Kolawole
Al-Osta, Mohammed A.
Ahmad, Shamsad
Yaseen, Zaher Mundher
author_sort Hashim, Tameem Mohammed
collection PubMed
description Growing environmental pollution worldwide is mostly caused by the accumulation of different types of liquid and solid wastes. Therefore, policies in developed countries seek to support the concept of waste recycling due to its significant impact on the environmental footprint. Hot-mix asphalt mixtures (HMA) with reclaimed asphalt pavement (RAP) have shown great performance under rutting. However, incorporating a high percentage of RAP (>25%) is a challenging issue due to the increased stiffness of the resulting mixture. The stiffness problem is resolved by employing different types of commercial and noncommercial rejuvenators. In this study, three types of noncommercial rejuvenators (waste cooking oil (WCO), waste engine oil (WEO), and date seed oil (DSO)) were used, in addition to one type of commercial rejuvenator. Three percentages of RAP (20%, 40%, and 60%) were utilized. Mixing proportions for the noncommercial additives were set as 0–10% for mixtures with 20% RAP, 12.5–17.5% for mixtures with 40% RAP, and 17.5–20% for mixtures with 60% RAP. In addition, mixing proportions for the commercial additive were set as 0.5–1.0% for mixtures with 20% RAP, 1.0–1.5% for mixtures with 40% RAP, and 1.5–2.0% for mixtures with 60% RAP. The rutting performance of the generated mixtures was indicated first by using the rutting index (G*/sin δ) for the combined binders and then evaluated using the Hamburg wheel-track test. The results showed that the rejuvenated mixtures with the commercial additive at 20 and 60% RAP performed well compared to the control mixture, whereas the rejuvenated ones at 40% RAP performed well with noncommercial additives in comparison to the control mixture. Furthermore, the optimum percentages for each type of the used additives were obtained, depending on their respective performance, as 10%, 12.5%, and 17.5% of WCO, 10%, 12.5–17.5%, and 17.5% of WEO, <10%, 12.5%, and 17.5% of DSO, and 0.5–1.0%, 1.0%, and 1.5–2.0% of the commercial rejuvenator, corresponding to the three adopted percentages of RAP.
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spelling pubmed-97881292022-12-24 Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents Hashim, Tameem Mohammed Nasr, Mohammed Salah Jebur, Yasir Mohammed Kadhim, Abdullah Alkhafaji, Zainab Baig, Mirza Ghouse Adekunle, Saheed Kolawole Al-Osta, Mohammed A. Ahmad, Shamsad Yaseen, Zaher Mundher Materials (Basel) Article Growing environmental pollution worldwide is mostly caused by the accumulation of different types of liquid and solid wastes. Therefore, policies in developed countries seek to support the concept of waste recycling due to its significant impact on the environmental footprint. Hot-mix asphalt mixtures (HMA) with reclaimed asphalt pavement (RAP) have shown great performance under rutting. However, incorporating a high percentage of RAP (>25%) is a challenging issue due to the increased stiffness of the resulting mixture. The stiffness problem is resolved by employing different types of commercial and noncommercial rejuvenators. In this study, three types of noncommercial rejuvenators (waste cooking oil (WCO), waste engine oil (WEO), and date seed oil (DSO)) were used, in addition to one type of commercial rejuvenator. Three percentages of RAP (20%, 40%, and 60%) were utilized. Mixing proportions for the noncommercial additives were set as 0–10% for mixtures with 20% RAP, 12.5–17.5% for mixtures with 40% RAP, and 17.5–20% for mixtures with 60% RAP. In addition, mixing proportions for the commercial additive were set as 0.5–1.0% for mixtures with 20% RAP, 1.0–1.5% for mixtures with 40% RAP, and 1.5–2.0% for mixtures with 60% RAP. The rutting performance of the generated mixtures was indicated first by using the rutting index (G*/sin δ) for the combined binders and then evaluated using the Hamburg wheel-track test. The results showed that the rejuvenated mixtures with the commercial additive at 20 and 60% RAP performed well compared to the control mixture, whereas the rejuvenated ones at 40% RAP performed well with noncommercial additives in comparison to the control mixture. Furthermore, the optimum percentages for each type of the used additives were obtained, depending on their respective performance, as 10%, 12.5%, and 17.5% of WCO, 10%, 12.5–17.5%, and 17.5% of WEO, <10%, 12.5%, and 17.5% of DSO, and 0.5–1.0%, 1.0%, and 1.5–2.0% of the commercial rejuvenator, corresponding to the three adopted percentages of RAP. MDPI 2022-12-08 /pmc/articles/PMC9788129/ /pubmed/36556575 http://dx.doi.org/10.3390/ma15248769 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
Hashim, Tameem Mohammed
Nasr, Mohammed Salah
Jebur, Yasir Mohammed
Kadhim, Abdullah
Alkhafaji, Zainab
Baig, Mirza Ghouse
Adekunle, Saheed Kolawole
Al-Osta, Mohammed A.
Ahmad, Shamsad
Yaseen, Zaher Mundher
Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents
title Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents
title_full Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents
title_fullStr Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents
title_full_unstemmed Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents
title_short Evaluating Rutting Resistance of Rejuvenated Recycled Hot-Mix Asphalt Mixtures Using Different Types of Recycling Agents
title_sort evaluating rutting resistance of rejuvenated recycled hot-mix asphalt mixtures using different types of recycling agents
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9788129/
https://www.ncbi.nlm.nih.gov/pubmed/36556575
http://dx.doi.org/10.3390/ma15248769
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