Show simple item record

contributor authorShin-Che Huang
contributor authorThomas F. Turner
date accessioned2017-05-08T21:57:04Z
date available2017-05-08T21:57:04Z
date copyrightMay 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000939.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67299
description abstractA study involving two rolling-thin-film-oven–aged asphalts and their blends with 15 and 50% of extracted reclaimed asphalt pavement (RAP) binders was conducted to investigate the effect of RAP content and properties on the long-term aging characteristics of asphalt binders. The results from rheological analyses of aged, blended binders indicate that the aging characteristics of blended binders are dependent on fresh asphalt binders. The results show that the crossover frequency decreases at an exponential form as RAP concentrations increase, and the rheological index increases as RAP concentration increases. The pattern for stiffness increase as a function of aging times for RAP-blended binders is similar to that of a typical chemical-aging kinetic model, in which the stiffness increases substantially initially and then levels off at longer aging times. The results demonstrate that there is a linear relationship between the logarithm of
publisherAmerican Society of Civil Engineers
titleAging Characteristics of RAP Blend Binders: Rheological Properties
typeJournal Paper
journal volume26
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000898
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record