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contributor authorWanli Ye
contributor authorWei Jiang
contributor authorJinhuan Shan
contributor authorShudong Xu
contributor authorHehe Lu
contributor authorJingjing Xiao
date accessioned2022-01-30T19:54:14Z
date available2022-01-30T19:54:14Z
date issued2020
identifier other%28ASCE%29MT.1943-5533.0003039.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266182
description abstractIn recent years, asphalt pavements have been widely used due to their desirable properties: safety, smoothness, and durability. However, the aging of bitumen during its service period is inevitable, so the performance of asphalt pavement will decline. Thus, it is necessary to investigate the aging mechanism systematically to offer a new way of illustrating changes during the aging process, and the investigation of the short-term aging mechanism could be a first step. This study explored the variations of rheological properties and molecular weight distribution during the aging process, and the data obtained by gel permeation chromatography (GPC) were analyzed by principal component analysis. The experiments in this research include preparing aged bitumen samples under five aging temperatures and six aging durations, and then tests were performed using a dynamic shear rheometer (DSR), bending beam rheometer (BBR), and GPC. The results indicate that the aging increased complex modules (G*), creep stiffness (S), and fatigue resistance index (Nf) but decreased phase angle (δ) and m-values. In addition, the transformation from medium molecular size to large molecular size was found to be the most significant phenomenon during the aging process. Moreover, during the aging process of bitumen, the molecular weight distribution index polydispersity index was found to have the best correlation with rheological properties.
publisherASCE
titleResearch on Molecular Weight Distribution and Rheological Properties of Bitumen during Short-Term Aging
typeJournal Paper
journal volume32
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003039
page04019377
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
contenttypeFulltext


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