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contributor authorXuhang Liu
contributor authorYufeng Bi
contributor authorYuning An
contributor authorSiqi Zhou
contributor authorFeng Li
date accessioned2022-02-01T21:40:44Z
date available2022-02-01T21:40:44Z
date issued9/1/2021
identifier otherJPEODX.0000299.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271828
description abstractAsphalt aging occurring during the mixing and transportation of a mixture will decrease the performance. In this study, a compound modified rubber asphalt containing crumb rubber modifier (CRM), styrene-butadiene-styrene (SBS), and naphthenic rubber oil was obtained from a company, and a secondary-reaction method was proposed to improve its performance after short-term aging. Secondary reaction means that in preparation of the modified asphalt, CRM is given an incomplete reaction; then, the reaction continues at high temperature during mixing and transportation. In this research, an inadequate reaction was achieved by controlling the reaction time in preparation, and the secondary reaction was simulated by rotating film oven heating (RTFOT). The rheological performance was evaluated using a dynamic shear rheometer (DSR). Moreover, a Fourier transform infrared spectrometer (FTIR) was employed to research the mechanism. According to the results, if secondary-reaction time (mixture mixing and transportation) is 1 h, all samples with 20% by weight CRM present aging resistance, but for a longer secondary-reaction time of 5 h, blending time should also be controlled as 0.5 h. FTIR results show a decreased carbonyl index and an increased sulfoxide index, indicating desulfurization and degradation of CRM during the secondary reaction.
publisherASCE
titleSecondary-Reaction Method to Improve Performance of a Compound Modified Rubber Asphalt after Short-Term Aging
typeJournal Paper
journal volume147
journal issue3
journal titleJournal of Transportation Engineering, Part B: Pavements
identifier doi10.1061/JPEODX.0000299
journal fristpage04021038-1
journal lastpage04021038-9
page9
treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 003
contenttypeFulltext


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