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    Analysis of Carbon Emission during Hot In-Place Recycling Asphalt Pavement Construction

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2017:;Volume ( 011 ):;issue: 003
    Author:
    Ming-ming Chai
    ,
    Ming Li
    ,
    Gui-cai Qi
    ,
    Teng Wang
    DOI: 10.1061/JHTRCQ.0000588
    Publisher: American Society of Civil Engineers
    Abstract: To analyze carbon emission during hot in-place recycling asphalt pavement construction, the construction period is divided into material production and pavement construction using the life cycle analysis method. Then, a carbon emission model is established according to the multiplication principle of the carbon emission coefficient and activity data. On the basis of an engineering example, carbon emission during pavement construction is calculated; carbon emission with different new material ratios, recycled material haul distances, and utilization rates of recycling asphalt mixture is quantified; and the carbon emissions of four pavement maintenance technologies are compared. Results show the following conditions. (1) The carbon emissions of material production and pavement construction account for 20% and 80%, respectively. (2) Carbon emission increases by 2% with an increase of 1% in hot in-place recycling new material ratio. (3) The haul distance of recycled asphalt mixture is 42 km when hot mix plant recycling with 100% utilization rate of recycled asphalt mixture produces equal carbon emission with hot inplace recycling. When the haul distance is over 42 km, the carbon emission of hot in-place recycling is less than that hot mix plant recycling. When the utilization rate of recycling asphalt mixture is lower than 75%, the carbon emission of hot in-place recycling is always less than that of hot mix plant recycling regardless of haul distance. (4) Compared with that in hot in-place recycling, the increase in amplitude of carbon emission on micro-surface, ultra-thin overlay, and mill-and-resurface asphalt pavement is 53%, 72%, and 79%, respectively.
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      Analysis of Carbon Emission during Hot In-Place Recycling Asphalt Pavement Construction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243437
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    contributor authorMing-ming Chai
    contributor authorMing Li
    contributor authorGui-cai Qi
    contributor authorTeng Wang
    date accessioned2017-12-30T12:55:21Z
    date available2017-12-30T12:55:21Z
    date issued2017
    identifier otherJHTRCQ.0000588.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243437
    description abstractTo analyze carbon emission during hot in-place recycling asphalt pavement construction, the construction period is divided into material production and pavement construction using the life cycle analysis method. Then, a carbon emission model is established according to the multiplication principle of the carbon emission coefficient and activity data. On the basis of an engineering example, carbon emission during pavement construction is calculated; carbon emission with different new material ratios, recycled material haul distances, and utilization rates of recycling asphalt mixture is quantified; and the carbon emissions of four pavement maintenance technologies are compared. Results show the following conditions. (1) The carbon emissions of material production and pavement construction account for 20% and 80%, respectively. (2) Carbon emission increases by 2% with an increase of 1% in hot in-place recycling new material ratio. (3) The haul distance of recycled asphalt mixture is 42 km when hot mix plant recycling with 100% utilization rate of recycled asphalt mixture produces equal carbon emission with hot inplace recycling. When the haul distance is over 42 km, the carbon emission of hot in-place recycling is less than that hot mix plant recycling. When the utilization rate of recycling asphalt mixture is lower than 75%, the carbon emission of hot in-place recycling is always less than that of hot mix plant recycling regardless of haul distance. (4) Compared with that in hot in-place recycling, the increase in amplitude of carbon emission on micro-surface, ultra-thin overlay, and mill-and-resurface asphalt pavement is 53%, 72%, and 79%, respectively.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Carbon Emission during Hot In-Place Recycling Asphalt Pavement Construction
    typeJournal Paper
    journal volume11
    journal issue3
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000588
    page106-110
    treeJournal of Highway and Transportation Research and Development (English Edition):;2017:;Volume ( 011 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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