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    Mixture Design of Pavement Surface Course Considering the Performance of Skid Resistance and Disaster Proof in Road Tunnels

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 004
    Author:
    Zhongyin Guo
    ,
    Qun Yang
    ,
    Benmin Liu
    DOI: 10.1061/(ASCE)0899-1561(2009)21:4(186)
    Publisher: American Society of Civil Engineers
    Abstract: Incidents may arise in road tunnels, in particular at the tunnel entrance and exit. Investigation conducted in the road tunnels in the provinces of Guizhou and Yunnan in China showed that the concrete pavement surface skid resistance decreased rapidly inside the tunnels and was significantly different from that outside the tunnels. Pavement surface skid resistance is one of the most important factors that affect travel safety, in particular wet weather skidding accidents. Countermeasures are necessary to enhance the skid resistance on concrete pavements in tunnels. The writers made an effort to investigate possible pavement surfaces to provide long-lasting skid resistance, including porous concrete surface and open graded friction course (OGFC) surface. Porous concrete was paved directly on the regular concrete pavement and OGFC was paved on the existing surface of concrete pavement to provide sufficient skid resistance. Accelerated abrasion devices have been developed to evaluate the skid resistances of the porous concrete and OGFC, respectively. Regular asphalt materials will burn easily and emit toxic gas in fire, which may reduce the survival rate for tunnel users involved in fire accidents. Fire-retardant asphalt has been developed to reduce the tendency of asphalt materials to burn and reduce emission.
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      Mixture Design of Pavement Surface Course Considering the Performance of Skid Resistance and Disaster Proof in Road Tunnels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/46532
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    • Journal of Materials in Civil Engineering

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    contributor authorZhongyin Guo
    contributor authorQun Yang
    contributor authorBenmin Liu
    date accessioned2017-05-08T21:18:38Z
    date available2017-05-08T21:18:38Z
    date copyrightApril 2009
    date issued2009
    identifier other%28asce%290899-1561%282009%2921%3A4%28186%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46532
    description abstractIncidents may arise in road tunnels, in particular at the tunnel entrance and exit. Investigation conducted in the road tunnels in the provinces of Guizhou and Yunnan in China showed that the concrete pavement surface skid resistance decreased rapidly inside the tunnels and was significantly different from that outside the tunnels. Pavement surface skid resistance is one of the most important factors that affect travel safety, in particular wet weather skidding accidents. Countermeasures are necessary to enhance the skid resistance on concrete pavements in tunnels. The writers made an effort to investigate possible pavement surfaces to provide long-lasting skid resistance, including porous concrete surface and open graded friction course (OGFC) surface. Porous concrete was paved directly on the regular concrete pavement and OGFC was paved on the existing surface of concrete pavement to provide sufficient skid resistance. Accelerated abrasion devices have been developed to evaluate the skid resistances of the porous concrete and OGFC, respectively. Regular asphalt materials will burn easily and emit toxic gas in fire, which may reduce the survival rate for tunnel users involved in fire accidents. Fire-retardant asphalt has been developed to reduce the tendency of asphalt materials to burn and reduce emission.
    publisherAmerican Society of Civil Engineers
    titleMixture Design of Pavement Surface Course Considering the Performance of Skid Resistance and Disaster Proof in Road Tunnels
    typeJournal Paper
    journal volume21
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2009)21:4(186)
    treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 004
    contenttypeFulltext
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