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Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt

As environmentally friendly materials, carbon black and bio-oil can be used as modifiers to effectively enhance the poor high-temperature and low-temperature performance of base asphalt and its mixture. Different carbon black and bio-oil contents and shear time were selected as the test influencing...

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Autores principales: Zhang, Ping, Ouyang, Lan, Yang, Lvzhen, Yang, Yi, Lu, Guofeng, Huang, Tuo
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8433629/
https://www.ncbi.nlm.nih.gov/pubmed/34501000
http://dx.doi.org/10.3390/ma14174910
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author Zhang, Ping
Ouyang, Lan
Yang, Lvzhen
Yang, Yi
Lu, Guofeng
Huang, Tuo
author_facet Zhang, Ping
Ouyang, Lan
Yang, Lvzhen
Yang, Yi
Lu, Guofeng
Huang, Tuo
author_sort Zhang, Ping
collection PubMed
description As environmentally friendly materials, carbon black and bio-oil can be used as modifiers to effectively enhance the poor high-temperature and low-temperature performance of base asphalt and its mixture. Different carbon black and bio-oil contents and shear time were selected as the test influencing factors in this work. Based on the Box–Behnken design (BBD), carbon black/bio-oil composite modified asphalt was prepared to perform the softening point, penetration, multiple stress creep and recovery (MSCR), and bending beam rheometer (BBR) tests. The response surface method (RSM) was used to analyze the test results. In addition, the base asphalt mixtures and the optimal performance carbon black/bio-oil composite modified asphalt mixtures were formed for rutting and low-temperature splitting tests. The results show that incorporating carbon black can enhance the asphalt’s high-temperature performance by the test results of irrecoverable creep compliance (J(nr)) and strain recovery rate (R). By contrast, the stiffness modulus (S) and creep rate (M) test results show that bio-oil can enhance the asphalt’s low-temperature performance. The quadratic function models between the performance indicators of carbon black/bio-oil composite modified asphalt and the test influencing factors were established based on the RSM. The optimal performance modified asphalt mixture’s carbon black and bio-oil content was 15.05% and 9.631%, and the shear time was 62.667 min. It was revealed that the high-temperature stability and low-temperature crack resistance of the carbon black/bio-oil composite modified asphalt mixture were better than that of the base asphalt mixture because of its higher dynamic stability (DS) and toughness. Therefore, carbon black/bio-oil composite modified asphalt mixture can be used as a new type of choice for road construction materials, which is in line with green development.
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spelling pubmed-84336292021-09-12 Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt Zhang, Ping Ouyang, Lan Yang, Lvzhen Yang, Yi Lu, Guofeng Huang, Tuo Materials (Basel) Article As environmentally friendly materials, carbon black and bio-oil can be used as modifiers to effectively enhance the poor high-temperature and low-temperature performance of base asphalt and its mixture. Different carbon black and bio-oil contents and shear time were selected as the test influencing factors in this work. Based on the Box–Behnken design (BBD), carbon black/bio-oil composite modified asphalt was prepared to perform the softening point, penetration, multiple stress creep and recovery (MSCR), and bending beam rheometer (BBR) tests. The response surface method (RSM) was used to analyze the test results. In addition, the base asphalt mixtures and the optimal performance carbon black/bio-oil composite modified asphalt mixtures were formed for rutting and low-temperature splitting tests. The results show that incorporating carbon black can enhance the asphalt’s high-temperature performance by the test results of irrecoverable creep compliance (J(nr)) and strain recovery rate (R). By contrast, the stiffness modulus (S) and creep rate (M) test results show that bio-oil can enhance the asphalt’s low-temperature performance. The quadratic function models between the performance indicators of carbon black/bio-oil composite modified asphalt and the test influencing factors were established based on the RSM. The optimal performance modified asphalt mixture’s carbon black and bio-oil content was 15.05% and 9.631%, and the shear time was 62.667 min. It was revealed that the high-temperature stability and low-temperature crack resistance of the carbon black/bio-oil composite modified asphalt mixture were better than that of the base asphalt mixture because of its higher dynamic stability (DS) and toughness. Therefore, carbon black/bio-oil composite modified asphalt mixture can be used as a new type of choice for road construction materials, which is in line with green development. MDPI 2021-08-29 /pmc/articles/PMC8433629/ /pubmed/34501000 http://dx.doi.org/10.3390/ma14174910 Text en © 2021 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
Zhang, Ping
Ouyang, Lan
Yang, Lvzhen
Yang, Yi
Lu, Guofeng
Huang, Tuo
Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt
title Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt
title_full Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt
title_fullStr Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt
title_full_unstemmed Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt
title_short Laboratory Investigation of Carbon Black/Bio-Oil Composite Modified Asphalt
title_sort laboratory investigation of carbon black/bio-oil composite modified asphalt
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8433629/
https://www.ncbi.nlm.nih.gov/pubmed/34501000
http://dx.doi.org/10.3390/ma14174910
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