2019
DOI: 10.1061/jpeodx.0000089
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Effects of Rejuvenation and Aging on Binder Homogeneity of Recycled Asphalt Mixtures

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Cited by 20 publications
(6 citation statements)
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“…The main reasons for the high potential in both cohesive cracking and adhesive debonding of RAP material are attributed to the aged bitumen's considerable stiffness and moisture sensitivity [8]. Moreover, the aging mechanisms of bitumen are mainly composed of lightweight components' (saturates and aromatics) evaporation and conversion to heavy fractions (resins and asphaltenes) [9]. Meanwhile, the oxygen-containing functional groups (i.e., carbonyl and sulfoxide) are fabricated distinctly in bitumen molecules [10].…”
Section: Introductionmentioning
confidence: 99%
“…The main reasons for the high potential in both cohesive cracking and adhesive debonding of RAP material are attributed to the aged bitumen's considerable stiffness and moisture sensitivity [8]. Moreover, the aging mechanisms of bitumen are mainly composed of lightweight components' (saturates and aromatics) evaporation and conversion to heavy fractions (resins and asphaltenes) [9]. Meanwhile, the oxygen-containing functional groups (i.e., carbonyl and sulfoxide) are fabricated distinctly in bitumen molecules [10].…”
Section: Introductionmentioning
confidence: 99%
“…The chemical effects of rejuvenators have been investigated in a number of research projects. The method of combining rejuvenators with aged RAP binder is presented in article [21].…”
Section: Issues Of Utilization Of Reclaimed Asphalt Materialsmentioning
confidence: 99%
“…Applying reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) in new pavement construction can have significant environmental and economic advantages. Studies have shown that the reuse of RAP saves approximately USD 2.5 billion annually, avoiding the need for vast landfill space and preserving natural resources [1][2][3][4][5]. State departments of transportation (DOTs) limit the amount of RAP to be utilized in a ton of asphalt mixture due to the potential adverse effects of RAP on the performance of the resulting pavement.…”
Section: Introductionmentioning
confidence: 99%