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contributor authorRafiqul A. Tarefder
contributor authorSeyed S. Yousefi
date accessioned2017-05-08T22:35:11Z
date available2017-05-08T22:35:11Z
date copyrightFebruary 2016
date issued2016
identifier other50749545.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83120
description abstractPolymers are commonly used to modify asphalt binder in order to satisfy the performance-grade binder’s rheological properties, such as shear, storage, loss, and bending stiffness. However, it is not known what types and percentages of polymers affect these properties under conditions of aging. To this end, base asphalt binders were modified with styrene-butadiene and styrene-butadiene-styrene polymers at 3, 4, and 5% and then aged in the laboratory using a rolling thin film oven for short-term aging, a pressure aging vessel for long-term aging, and a draft oven for intermediate aging. The stiffness properties of the modified binders were determined using dynamic shear rheometer (DSR), multiple-stress creep recovery (MSCR), Brookfield rotational viscometer (RV), and bending beam rheometer (BBR) tests. Comparison of aging indexes for storage and loss modulus indicated that aging increases the elastic or storage component more than the viscous or loss component of the complex shear modulus. It was shown that increasing the percentage of polymer results in a decrease in aging for both SB- and SBS-modified binders. Those modified with SB are more resistant to aging than are those modified with SBS.
publisherAmerican Society of Civil Engineers
titleRheological Examination of Aging in Polymer-Modified Asphalt
typeJournal Paper
journal volume28
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001370
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
contenttypeFulltext


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