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    Effect of Vehicles' Suspension on Highway Horizontal Curve Design

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Tang-Hsien Chang
    DOI: 10.1061/(ASCE)0733-947X(2001)127:1(89)
    Publisher: American Society of Civil Engineers
    Abstract: From the perspective of vehicles with a suspension system, some conventional highway design criteria do not adhere to vehicle characteristics. In particular, the relationship between minimum radius, superelevation, side friction, and design speed should be modified to incorporate modern vehicle design in body rolling. This study addresses the limitations of conventional design criteria for horizontal curves. A more appropriate equation is derived. From the revised equation, roughly 12–30% of the deflected fraction of the conventional minimum radius criteria was found. In order to ensure driving safety based on the values obtained from the revised equation, an evaluation of existing highway curves is proposed. This study also suggests that highway agencies should improve unsatisfactory sections and install speed calming measures at places that cannot be modified.
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      Effect of Vehicles' Suspension on Highway Horizontal Curve Design

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    contributor authorTang-Hsien Chang
    date accessioned2017-05-08T21:04:00Z
    date available2017-05-08T21:04:00Z
    date copyrightFebruary 2001
    date issued2001
    identifier other%28asce%290733-947x%282001%29127%3A1%2889%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37322
    description abstractFrom the perspective of vehicles with a suspension system, some conventional highway design criteria do not adhere to vehicle characteristics. In particular, the relationship between minimum radius, superelevation, side friction, and design speed should be modified to incorporate modern vehicle design in body rolling. This study addresses the limitations of conventional design criteria for horizontal curves. A more appropriate equation is derived. From the revised equation, roughly 12–30% of the deflected fraction of the conventional minimum radius criteria was found. In order to ensure driving safety based on the values obtained from the revised equation, an evaluation of existing highway curves is proposed. This study also suggests that highway agencies should improve unsatisfactory sections and install speed calming measures at places that cannot be modified.
    publisherAmerican Society of Civil Engineers
    titleEffect of Vehicles' Suspension on Highway Horizontal Curve Design
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2001)127:1(89)
    treeJournal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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