YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Effects of WMA Technologies on Asphalt Binder Blending

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author:
    Sheng Zhao
    ,
    Baoshan Huang
    ,
    Xiang Shu
    ,
    Jason Moore
    ,
    Benjamin Bowers
    DOI: 10.1061/(ASCE)MT.1943-5533.0001381
    Publisher: American Society of Civil Engineers
    Abstract: Because of environmental and economical benefits, the paving industry has made attempts to incorporate recycled asphalt pavement (RAP) or recycled asphalt shingle (RAS) into warm mix asphalt (WMA). However, the low temperatures at which WMA is produced may affect the virgin-recycled binder blending in RAP/RAS mixtures. In this study, a lab testing procedure was developed to evaluate the effects of WMA technologies on binder blending. The results from the study showed that WMA additives, including sasobit, rediset, cecabase, and evotherm, slightly decreased the viscosity of the asphalt binder at 135°C. However, control binder tested at 165°C showed significantly lower viscosity than WMA binders. This may raise the concern over workability of nonfoaming WMA mix. WMA additives yielded higher blending ratio than control mix produced at 135°C, but hot mix asphalt (HMA) produced at 165°C still showed the highest blending ratio value. This indicates that a concern still exists over asphalt blending even if WMA additives are used. Foaming technology yielded a higher blending ratio, indicating that foamed WMA may yield a higher blending than regular HMA. It was also found that temperature is critical to blending in RAS mixture. Finally, the mix produced with coarse virgin aggregates and medium RAP may not be sensitive enough to test the effect of WMA additives on blending, whereas the mix with medium virgin aggregates and fine RAP was more effective.
    • Download: (24.75Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Effects of WMA Technologies on Asphalt Binder Blending

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4243867
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorSheng Zhao
    contributor authorBaoshan Huang
    contributor authorXiang Shu
    contributor authorJason Moore
    contributor authorBenjamin Bowers
    date accessioned2017-12-30T12:57:20Z
    date available2017-12-30T12:57:20Z
    date issued2016
    identifier other%28ASCE%29MT.1943-5533.0001381.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243867
    description abstractBecause of environmental and economical benefits, the paving industry has made attempts to incorporate recycled asphalt pavement (RAP) or recycled asphalt shingle (RAS) into warm mix asphalt (WMA). However, the low temperatures at which WMA is produced may affect the virgin-recycled binder blending in RAP/RAS mixtures. In this study, a lab testing procedure was developed to evaluate the effects of WMA technologies on binder blending. The results from the study showed that WMA additives, including sasobit, rediset, cecabase, and evotherm, slightly decreased the viscosity of the asphalt binder at 135°C. However, control binder tested at 165°C showed significantly lower viscosity than WMA binders. This may raise the concern over workability of nonfoaming WMA mix. WMA additives yielded higher blending ratio than control mix produced at 135°C, but hot mix asphalt (HMA) produced at 165°C still showed the highest blending ratio value. This indicates that a concern still exists over asphalt blending even if WMA additives are used. Foaming technology yielded a higher blending ratio, indicating that foamed WMA may yield a higher blending than regular HMA. It was also found that temperature is critical to blending in RAS mixture. Finally, the mix produced with coarse virgin aggregates and medium RAP may not be sensitive enough to test the effect of WMA additives on blending, whereas the mix with medium virgin aggregates and fine RAP was more effective.
    publisherAmerican Society of Civil Engineers
    titleEffects of WMA Technologies on Asphalt Binder Blending
    typeJournal Paper
    journal volume28
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001381
    page04015106
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian