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    Gradation Control of Bottom Ash Aggregate in Superpave Bituminous Mixes

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 006
    Author:
    V. O. Ogunro
    ,
    H. I. Inyang
    ,
    F Hooper
    ,
    D. Young
    ,
    A. Oturkar
    DOI: 10.1061/(ASCE)0899-1561(2004)16:6(604)
    Publisher: American Society of Civil Engineers
    Abstract: Dwindling sources of traditional aggregates, ever increasing haulage distance, and diminishing landfills are the primary factors that favor the reuse of construction-quality waste materials in highway pavements. Although numerous studies have been conducted on the performance of municipal solid waste incineration bottom ash (MSWI-BA) in cement concrete, little is known about its characteristics in bituminous concrete pavements, especially in Superpave design hot mix asphalt (HMA). By comparing the air voids and voids filled with asphalt of 20% MSWI-BA HMA samples aged for 2 and
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      Gradation Control of Bottom Ash Aggregate in Superpave Bituminous Mixes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45988
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    • Journal of Materials in Civil Engineering

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    contributor authorV. O. Ogunro
    contributor authorH. I. Inyang
    contributor authorF Hooper
    contributor authorD. Young
    contributor authorA. Oturkar
    date accessioned2017-05-08T21:17:45Z
    date available2017-05-08T21:17:45Z
    date copyrightDecember 2004
    date issued2004
    identifier other%28asce%290899-1561%282004%2916%3A6%28604%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45988
    description abstractDwindling sources of traditional aggregates, ever increasing haulage distance, and diminishing landfills are the primary factors that favor the reuse of construction-quality waste materials in highway pavements. Although numerous studies have been conducted on the performance of municipal solid waste incineration bottom ash (MSWI-BA) in cement concrete, little is known about its characteristics in bituminous concrete pavements, especially in Superpave design hot mix asphalt (HMA). By comparing the air voids and voids filled with asphalt of 20% MSWI-BA HMA samples aged for 2 and
    publisherAmerican Society of Civil Engineers
    titleGradation Control of Bottom Ash Aggregate in Superpave Bituminous Mixes
    typeJournal Paper
    journal volume16
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2004)16:6(604)
    treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 006
    contenttypeFulltext
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