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    Required Stopping Sight Distance on Crest Vertical Curves

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 004
    Author:
    Ioannis Taignidis
    ,
    George Kanellaidis
    DOI: 10.1061/(ASCE)0733-947X(2001)127:4(275)
    Publisher: American Society of Civil Engineers
    Abstract: Required stopping sight distance (SSD), used to calculate the minimum rate of vertical curvature or the minimum length of a crest vertical curve (CVC), is usually calculated on the assumption that the grade of the braking section is zero (
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      Required Stopping Sight Distance on Crest Vertical Curves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37351
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorIoannis Taignidis
    contributor authorGeorge Kanellaidis
    date accessioned2017-05-08T21:04:03Z
    date available2017-05-08T21:04:03Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-947x%282001%29127%3A4%28275%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37351
    description abstractRequired stopping sight distance (SSD), used to calculate the minimum rate of vertical curvature or the minimum length of a crest vertical curve (CVC), is usually calculated on the assumption that the grade of the braking section is zero (
    publisherAmerican Society of Civil Engineers
    titleRequired Stopping Sight Distance on Crest Vertical Curves
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2001)127:4(275)
    treeJournal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 004
    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
    yabeshDSpacePersian