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    Influence of Antistripping Additives on Moisture Susceptibility of Warm Mix Asphalt Mixtures

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    Author:
    Feipeng Xiao
    ,
    Wenbin Zhao
    ,
    Tejash Gandhi
    ,
    Serji N. Amirkhanian
    DOI: 10.1061/(ASCE)MT.1943-5533.0000111
    Publisher: American Society of Civil Engineers
    Abstract: Rising energy prices, global warming, and more stringent environmental regulations have resulted in an interest in warm mix asphalt (WMA) technologies as a means to decrease the energy consumption and emissions associated with conventional hot mix asphalt production. However, the utilization of the hydrated lime and liquid antistripping agents (ASA) in WMA mixture makes these issues more complicated. The objective of this study was to investigate and evaluate the moisture susceptibility of the mixtures containing ASA and WMA additives. The experimental design for this study included the utilizations of one binder source (PG 64-22), three ASA additives and control, two WMA additives and virgin, and three aggregate sources. A total of 36 types of mixtures and 216 specimens were fabricated and tested in this study. The performed properties include indirect tensile strength (ITS), tensile strength ratio (TSR), flow, and toughness. The results indicated that the hydrate lime exhibits the best moisture resistance for WMA mixtures, the liquid ASA additives can increase the ITS values of the mixtures but the liquid ASA generally exhibits a weak moisture resistance compared to the hydrate lime regardless of WMA and aggregate types in this study. In addition, the wet ITS values of mixtures containing WMA additives were lower than that of the mixtures without WMA additives.
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      Influence of Antistripping Additives on Moisture Susceptibility of Warm Mix Asphalt Mixtures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/66455
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    contributor authorFeipeng Xiao
    contributor authorWenbin Zhao
    contributor authorTejash Gandhi
    contributor authorSerji N. Amirkhanian
    date accessioned2017-05-08T21:55:11Z
    date available2017-05-08T21:55:11Z
    date copyrightOctober 2010
    date issued2010
    identifier other%28asce%29mt%2E1943-5533%2E0000143.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66455
    description abstractRising energy prices, global warming, and more stringent environmental regulations have resulted in an interest in warm mix asphalt (WMA) technologies as a means to decrease the energy consumption and emissions associated with conventional hot mix asphalt production. However, the utilization of the hydrated lime and liquid antistripping agents (ASA) in WMA mixture makes these issues more complicated. The objective of this study was to investigate and evaluate the moisture susceptibility of the mixtures containing ASA and WMA additives. The experimental design for this study included the utilizations of one binder source (PG 64-22), three ASA additives and control, two WMA additives and virgin, and three aggregate sources. A total of 36 types of mixtures and 216 specimens were fabricated and tested in this study. The performed properties include indirect tensile strength (ITS), tensile strength ratio (TSR), flow, and toughness. The results indicated that the hydrate lime exhibits the best moisture resistance for WMA mixtures, the liquid ASA additives can increase the ITS values of the mixtures but the liquid ASA generally exhibits a weak moisture resistance compared to the hydrate lime regardless of WMA and aggregate types in this study. In addition, the wet ITS values of mixtures containing WMA additives were lower than that of the mixtures without WMA additives.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Antistripping Additives on Moisture Susceptibility of Warm Mix Asphalt Mixtures
    typeJournal Paper
    journal volume22
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000111
    treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    contenttypeFulltext
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