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contributor authorShin-Che Huang
contributor authorFrancis P. Miknis
contributor authorWilliam Schuster
contributor authorStephen Salmans
contributor authorMichael Farrar
contributor authorRyan Boysen
date accessioned2017-05-08T21:55:23Z
date available2017-05-08T21:55:23Z
date copyrightMay 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000250.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66570
description abstractThe rheological and chemical properties of hydrated lime-polyphosphoric acid (PPA)–modified asphalt binders before and after laboratory oxidative aging were investigated through dynamic shear rheometer (DSR) and nuclear magnetic resonance (NMR) tests. Ten percent by weight of hydrated lime was mixed with 1.5% by weight of PPA-modified asphalt binders. The neat asphalts and multimodified asphalts were subjected to the pressure aging vessel test at a pavement service temperature of 60°C for different durations. The rheological properties of unaged and aged modified asphalts were measured with a DSR at various temperatures. NMR was used to investigate whether hydrated lime reacts with PPA. The rheological results indicate that the addition of hydrated lime to PPA-modified asphalt binders cancels the stiffening effect of PPA. In other words, the addition of PPA to asphalt increases the high-temperature performance grade (PG). The addition of hydrated lime to PPA-modified asphalt removes the benefit of the high-temperature PG that PPA provided. Furthermore, hydrated lime reduces the rate of oxidative age hardening. The interaction between hydrated lime, PPA, and asphalt binders is asphalt-type-dependent. The interaction between sol-type asphalts and hydrated lime and PPA is different from that of gel-type asphalts.
publisherAmerican Society of Civil Engineers
titleRheological and Chemical Properties of Hydrated Lime and Polyphosphoric Acid–Modified Asphalts with Long-Term Aging
typeJournal Paper
journal volume23
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000219
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
contenttypeFulltext


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