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    Decision Framework for Pavement Friction Management of Airport Runways

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    Author:
    T. F. Fwa
    ,
    W. T. Chan
    ,
    C. T. Lim
    DOI: 10.1061/(ASCE)0733-947X(1997)123:6(429)
    Publisher: American Society of Civil Engineers
    Abstract: Periodic rubber removal from runway pavement surface is necessary to keep an airport runway safe for aircraft operations. However, due to the complex relationship between pavement friction and aircraft skidding, there are no clear-cut decision rules as to when a rubber removal operation should be performed. The question is what pavement friction state should be selected as the activation level for rubber removal. A subjective approach to examining the area distribution of frictional resistance of runway pavement surface has been in use in Singapore airports for the last 15 years. This paper describes the development of a decision analysis framework based on past experience of rubber removal operations at the airport. This was carried out with the aim of reducing the reliance on a few experienced maintenance staff for such an operation, and of improving the consistency and continuity of the rubber removal decision-making process. The decision framework includes a neural network decision model for rubber removal, and a prediction model to estimate the growth of affected pavement areas for planning purpose.
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      Decision Framework for Pavement Friction Management of Airport Runways

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37045
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorT. F. Fwa
    contributor authorW. T. Chan
    contributor authorC. T. Lim
    date accessioned2017-05-08T21:03:32Z
    date available2017-05-08T21:03:32Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%290733-947x%281997%29123%3A6%28429%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37045
    description abstractPeriodic rubber removal from runway pavement surface is necessary to keep an airport runway safe for aircraft operations. However, due to the complex relationship between pavement friction and aircraft skidding, there are no clear-cut decision rules as to when a rubber removal operation should be performed. The question is what pavement friction state should be selected as the activation level for rubber removal. A subjective approach to examining the area distribution of frictional resistance of runway pavement surface has been in use in Singapore airports for the last 15 years. This paper describes the development of a decision analysis framework based on past experience of rubber removal operations at the airport. This was carried out with the aim of reducing the reliance on a few experienced maintenance staff for such an operation, and of improving the consistency and continuity of the rubber removal decision-making process. The decision framework includes a neural network decision model for rubber removal, and a prediction model to estimate the growth of affected pavement areas for planning purpose.
    publisherAmerican Society of Civil Engineers
    titleDecision Framework for Pavement Friction Management of Airport Runways
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1997)123:6(429)
    treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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