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    Polynomial Solutions of Transition Curves

    Source: Journal of Surveying Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author:
    Andrzej Kobryń
    DOI: 10.1061/(ASCE)SU.1943-5428.0000044
    Publisher: American Society of Civil Engineers
    Abstract: The solutions of transition curves presented in this paper are new geometric solutions that can be used in various tasks related to road designing. Their basic advantage is that they form groups of transition curves. This paper is concerned with transition curves with the classical curvature diagram and so-called general transition curves. These can be a valuable alternative for the traditional solutions (first transition curve–circular arc–second transition curve or first transition curve–second transition curve). As a result, they are particularly useful when it comes to solving road design–related tasks, e.g., location of siding within road junctions when there are land limitations or for grade-line setting out through assigned points of set elevations. As for the presented solutions of general transition curves, they add to the range of geometric tools that can be used for road designing in a site plan and a longitudinal profile. The solutions of general transition curves described are well-suited for special areas of road designing, such as forming a completely curvilinear road design. It is equivalent to the solutions presented in the literature called polynomial location.
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      Polynomial Solutions of Transition Curves

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    contributor authorAndrzej Kobryń
    date accessioned2017-05-08T22:01:17Z
    date available2017-05-08T22:01:17Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29su%2E1943-5428%2E0000088.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68921
    description abstractThe solutions of transition curves presented in this paper are new geometric solutions that can be used in various tasks related to road designing. Their basic advantage is that they form groups of transition curves. This paper is concerned with transition curves with the classical curvature diagram and so-called general transition curves. These can be a valuable alternative for the traditional solutions (first transition curve–circular arc–second transition curve or first transition curve–second transition curve). As a result, they are particularly useful when it comes to solving road design–related tasks, e.g., location of siding within road junctions when there are land limitations or for grade-line setting out through assigned points of set elevations. As for the presented solutions of general transition curves, they add to the range of geometric tools that can be used for road designing in a site plan and a longitudinal profile. The solutions of general transition curves described are well-suited for special areas of road designing, such as forming a completely curvilinear road design. It is equivalent to the solutions presented in the literature called polynomial location.
    publisherAmerican Society of Civil Engineers
    titlePolynomial Solutions of Transition Curves
    typeJournal Paper
    journal volume137
    journal issue3
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)SU.1943-5428.0000044
    treeJournal of Surveying Engineering:;2011:;Volume ( 137 ):;issue: 003
    contenttypeFulltext
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