Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete
Asphalt pavement is used in road construction with the aim of withstanding loads and heavy traffic. Increasing axial loads and heavy vehicle traffic lead to failures, including rutting, thermal cracking, and fatigue cracking. These are the three most frequently observed distresses, especially in hig...
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Language: | English |
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Semnan University
2024-05-01
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Series: | Journal of Rehabilitation in Civil Engineering |
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Online Access: | https://civiljournal.semnan.ac.ir/article_7213_0d5ff7f340021ddc26bc2d011a330fff.pdf |
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author | Omid Jafari Ani Gholamali Shafabakhsh Seyed Mohamad Mirabdolazimi |
author_facet | Omid Jafari Ani Gholamali Shafabakhsh Seyed Mohamad Mirabdolazimi |
author_sort | Omid Jafari Ani |
collection | DOAJ |
description | Asphalt pavement is used in road construction with the aim of withstanding loads and heavy traffic. Increasing axial loads and heavy vehicle traffic lead to failures, including rutting, thermal cracking, and fatigue cracking. These are the three most frequently observed distresses, especially in high-temperature regions that affect flexible pavement performance. Various studies over the years have investigated the causes of Hot mix asphalt failure and proposed a number of solutions to such failure problems. For upgrading the properties of asphalt mixtures against rutting, the asphalt bituminous exploited in the asphalt mixture was modified by employing Powdered Activated Carbon in this investigation. To apply the aging phenomenon, the specimens of control asphalt concrete and the specimens modified with Powdered Activated Carbon were held in the oven for 5 days at a temperature of 85 ℃. Bending beam rheometer (BBR) and dynamic shear rheometer (DSR) tests were performed on the specimens. The results revealed that the specimens containing Powdered Activated Carbon exhibited better performance against rutting. By adding 5% Powdered Activated Carbon, the high operating temperature of pure asphalt binder in the aged state has reached from 58 °C to 82 °C. |
format | Article |
id | doaj-art-5cc303d7f2b64cb4a11d98d8c8c07b2f |
institution | Kabale University |
issn | 2345-4415 2345-4423 |
language | English |
publishDate | 2024-05-01 |
publisher | Semnan University |
record_format | Article |
series | Journal of Rehabilitation in Civil Engineering |
spelling | doaj-art-5cc303d7f2b64cb4a11d98d8c8c07b2f2025-01-21T20:47:36ZengSemnan UniversityJournal of Rehabilitation in Civil Engineering2345-44152345-44232024-05-01122586810.22075/jrce.2022.26176.16107213Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt ConcreteOmid Jafari Ani0Gholamali Shafabakhsh1Seyed Mohamad Mirabdolazimi2Ph.D. Student, Faculty of Civil Engineering, Semnan University, Semnan, IranProfessor, Faculty of Civil Engineering, Semnan University, Semnan, IranAssistant Professor, Faculty of Engineering, University of Guilan, Guilan, IranAsphalt pavement is used in road construction with the aim of withstanding loads and heavy traffic. Increasing axial loads and heavy vehicle traffic lead to failures, including rutting, thermal cracking, and fatigue cracking. These are the three most frequently observed distresses, especially in high-temperature regions that affect flexible pavement performance. Various studies over the years have investigated the causes of Hot mix asphalt failure and proposed a number of solutions to such failure problems. For upgrading the properties of asphalt mixtures against rutting, the asphalt bituminous exploited in the asphalt mixture was modified by employing Powdered Activated Carbon in this investigation. To apply the aging phenomenon, the specimens of control asphalt concrete and the specimens modified with Powdered Activated Carbon were held in the oven for 5 days at a temperature of 85 ℃. Bending beam rheometer (BBR) and dynamic shear rheometer (DSR) tests were performed on the specimens. The results revealed that the specimens containing Powdered Activated Carbon exhibited better performance against rutting. By adding 5% Powdered Activated Carbon, the high operating temperature of pure asphalt binder in the aged state has reached from 58 °C to 82 °C.https://civiljournal.semnan.ac.ir/article_7213_0d5ff7f340021ddc26bc2d011a330fff.pdfasphalt pavementasphalt binderpowdered activated carbonruttinghealingrheological properties |
spellingShingle | Omid Jafari Ani Gholamali Shafabakhsh Seyed Mohamad Mirabdolazimi Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete Journal of Rehabilitation in Civil Engineering asphalt pavement asphalt binder powdered activated carbon rutting healing rheological properties |
title | Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete |
title_full | Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete |
title_fullStr | Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete |
title_full_unstemmed | Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete |
title_short | Investigation of Rheological Characteristics of Powdered Activated Carbon Modified Bitumen for Use in Self-Healing Mechanism of Asphalt Concrete |
title_sort | investigation of rheological characteristics of powdered activated carbon modified bitumen for use in self healing mechanism of asphalt concrete |
topic | asphalt pavement asphalt binder powdered activated carbon rutting healing rheological properties |
url | https://civiljournal.semnan.ac.ir/article_7213_0d5ff7f340021ddc26bc2d011a330fff.pdf |
work_keys_str_mv | AT omidjafariani investigationofrheologicalcharacteristicsofpowderedactivatedcarbonmodifiedbitumenforuseinselfhealingmechanismofasphaltconcrete AT gholamalishafabakhsh investigationofrheologicalcharacteristicsofpowderedactivatedcarbonmodifiedbitumenforuseinselfhealingmechanismofasphaltconcrete AT seyedmohamadmirabdolazimi investigationofrheologicalcharacteristicsofpowderedactivatedcarbonmodifiedbitumenforuseinselfhealingmechanismofasphaltconcrete |