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    Rheological and Chemical Properties of Hydrated Lime and Polyphosphoric Acid–Modified Asphalts with Long-Term Aging

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author:
    Shin-Che Huang
    ,
    Francis P. Miknis
    ,
    William Schuster
    ,
    Stephen Salmans
    ,
    Michael Farrar
    ,
    Ryan Boysen
    DOI: 10.1061/(ASCE)MT.1943-5533.0000219
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Rheological and Chemical Properties of Hydrated Lime and Polyphosphoric Acid–Modified Asphalts with Long-Term Aging

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66570
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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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