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    Design Considerations for Combined Highway Alignments

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 001
    Author:
    Y. Hassan
    ,
    S. M. Easa
    ,
    A. O. Abd El Halim
    DOI: 10.1061/(ASCE)0733-947X(1997)123:1(60)
    Publisher: American Society of Civil Engineers
    Abstract: According to current highway design standards, horizontal and vertical alignments are treated separately in two-dimensional (2D) projections. In this paper, a model developed by the writers is used to study the effects of considering three-dimensional (3D) alignment on design requirements for sight distance. First, the paper examines the required minimum radius of a horizontal curve combined with a crest or sag vertical curve in a cut section. Also, the required minimum length of a crest vertical curve combined with a horizontal curve in a fill section is studied. The results show that the 3D design requirements may differ significantly from those in separate 2D projections. Depending on the vertical alignment and on the cut side-slope, 2D design may underestimate or overestimate the required radius. In fill sections, the 2D alignment overestimates the required length of the crest vertical curve when combined with long horizontal curves. In summary, the 2D alignment can compromise both safety and economics of highways. As a result, it is concluded that 3D-based design standards should be developed and used in highway geometric design.
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      Design Considerations for Combined Highway Alignments

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/36986
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorY. Hassan
    contributor authorS. M. Easa
    contributor authorA. O. Abd El Halim
    date accessioned2017-05-08T21:03:26Z
    date available2017-05-08T21:03:26Z
    date copyrightJanuary 1997
    date issued1997
    identifier other%28asce%290733-947x%281997%29123%3A1%2860%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36986
    description abstractAccording to current highway design standards, horizontal and vertical alignments are treated separately in two-dimensional (2D) projections. In this paper, a model developed by the writers is used to study the effects of considering three-dimensional (3D) alignment on design requirements for sight distance. First, the paper examines the required minimum radius of a horizontal curve combined with a crest or sag vertical curve in a cut section. Also, the required minimum length of a crest vertical curve combined with a horizontal curve in a fill section is studied. The results show that the 3D design requirements may differ significantly from those in separate 2D projections. Depending on the vertical alignment and on the cut side-slope, 2D design may underestimate or overestimate the required radius. In fill sections, the 2D alignment overestimates the required length of the crest vertical curve when combined with long horizontal curves. In summary, the 2D alignment can compromise both safety and economics of highways. As a result, it is concluded that 3D-based design standards should be developed and used in highway geometric design.
    publisherAmerican Society of Civil Engineers
    titleDesign Considerations for Combined Highway Alignments
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1997)123:1(60)
    treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 001
    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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