EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS

Road surfaces have long been made with bituminous mix because of its low cost and versatile applications. However, environmental variables, traffic loads, and ageing frequently affect its endurance. Many additives have been introduced to overcome these problems, and epoxy resin has shown great prom...

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Main Authors: Sandip Kumar Barik, Madhu Lisha Pattanaik, Abhinay Kumar, ar Barik1 , Madhu Lisha Pattanaik2 , Abhinay Kumar3 Bandita Paikaray, Kalpana Sahoo
Format: Article
Language:English
Published: Institute of Mechanics of Continua and Mathematical Sciences 2024-10-01
Series:Journal of Mechanics of Continua and Mathematical Sciences
Subjects:
Online Access:https://jmcms.s3.amazonaws.com/wp-content/uploads/2024/10/10071456/jmcms-2410016-EVALUATION-OF-BITUMINOUS-MIXES-SB-MP.pdf
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author Sandip Kumar Barik
Madhu Lisha Pattanaik
Abhinay Kumar
ar Barik1 , Madhu Lisha Pattanaik2 , Abhinay Kumar3 Bandita Paikaray
Kalpana Sahoo
author_facet Sandip Kumar Barik
Madhu Lisha Pattanaik
Abhinay Kumar
ar Barik1 , Madhu Lisha Pattanaik2 , Abhinay Kumar3 Bandita Paikaray
Kalpana Sahoo
author_sort Sandip Kumar Barik
collection DOAJ
description Road surfaces have long been made with bituminous mix because of its low cost and versatile applications. However, environmental variables, traffic loads, and ageing frequently affect its endurance. Many additives have been introduced to overcome these problems, and epoxy resin has shown great promise. This study evaluates bituminous binder and bituminous mixes with different percentages of epoxy modification. Epoxy asphalt binder's (EAB) rheological properties were described. Following that, an evaluation was conducted on the engineering properties of an epoxy asphalt mixture (EAM). The results demonstrated that the rheological properties of EAB outperform those of neat binders. Furthermore, the outcomes demonstrated that EAM had better moisture damage performance in terms of static immersion test and retained Marshall stability test than the conventional hot dense graded bituminous mixes. According to the results, the ideal content for both VG 30 and VG 40 binders is 2% epoxy modification. Out of all the mix permutations, bituminous mixes with 2% epoxy modification yielded the best results. Comparing blends with control mixes or unmodified bituminous mixes, on the other hand, revealed a lower resistance to moisture damage than mixes with 3% epoxy modification with both binders. The study concludes that epoxy resin can significantly improve the performance and longevity of asphalt concrete roadways, offering benefits to the road construction industry.
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language English
publishDate 2024-10-01
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record_format Article
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spelling doaj-art-4bd13b28fbbf4ce694446403b4621b4e2025-08-20T03:42:29ZengInstitute of Mechanics of Continua and Mathematical SciencesJournal of Mechanics of Continua and Mathematical Sciences0973-89752454-71902024-10-01191011712810.26782/jmcms.2024.10.00008EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERSSandip Kumar Barik0Madhu Lisha Pattanaik1Abhinay Kumar2ar Barik1 , Madhu Lisha Pattanaik2 , Abhinay Kumar3 Bandita Paikaray3Kalpana Sahoo4School of Civil Engineering, KIIT Deemed to be University, Bhubaneswar, India.School of Civil Engineering, KIIT Deemed to be University, Bhubaneswar, India.Department of Civil Engineering, Thapar Institute of Engineering and Technology, Patiala, India.School of Civil Engineering, KIIT Deemed to be University, Bhubaneswar, India. School of Civil Engineering, KIIT Deemed to be University, Bhubaneswar, India.Road surfaces have long been made with bituminous mix because of its low cost and versatile applications. However, environmental variables, traffic loads, and ageing frequently affect its endurance. Many additives have been introduced to overcome these problems, and epoxy resin has shown great promise. This study evaluates bituminous binder and bituminous mixes with different percentages of epoxy modification. Epoxy asphalt binder's (EAB) rheological properties were described. Following that, an evaluation was conducted on the engineering properties of an epoxy asphalt mixture (EAM). The results demonstrated that the rheological properties of EAB outperform those of neat binders. Furthermore, the outcomes demonstrated that EAM had better moisture damage performance in terms of static immersion test and retained Marshall stability test than the conventional hot dense graded bituminous mixes. According to the results, the ideal content for both VG 30 and VG 40 binders is 2% epoxy modification. Out of all the mix permutations, bituminous mixes with 2% epoxy modification yielded the best results. Comparing blends with control mixes or unmodified bituminous mixes, on the other hand, revealed a lower resistance to moisture damage than mixes with 3% epoxy modification with both binders. The study concludes that epoxy resin can significantly improve the performance and longevity of asphalt concrete roadways, offering benefits to the road construction industry. https://jmcms.s3.amazonaws.com/wp-content/uploads/2024/10/10071456/jmcms-2410016-EVALUATION-OF-BITUMINOUS-MIXES-SB-MP.pdfsustainable pavement; bituminous mixepoxy modified asphaltmarshall stability
spellingShingle Sandip Kumar Barik
Madhu Lisha Pattanaik
Abhinay Kumar
ar Barik1 , Madhu Lisha Pattanaik2 , Abhinay Kumar3 Bandita Paikaray
Kalpana Sahoo
EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS
Journal of Mechanics of Continua and Mathematical Sciences
sustainable pavement; bituminous mix
epoxy modified asphalt
marshall stability
title EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS
title_full EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS
title_fullStr EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS
title_full_unstemmed EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS
title_short EVALUATION OF BITUMINOUS MIXES WITH EPOXY-MODIFIED ASPHALT BINDERS
title_sort evaluation of bituminous mixes with epoxy modified asphalt binders
topic sustainable pavement; bituminous mix
epoxy modified asphalt
marshall stability
url https://jmcms.s3.amazonaws.com/wp-content/uploads/2024/10/10071456/jmcms-2410016-EVALUATION-OF-BITUMINOUS-MIXES-SB-MP.pdf
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