Unified Design of Horizontal Circular CurvesSource: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 001Author:Said M. Easa
DOI: 10.1061/(ASCE)0733-947X(1993)119:1(94)Publisher: American Society of Civil Engineers
Abstract: A unified method for designing complex horizontal curves and all traditional categories of horizontal curves is presented. The unified method is applicable to complex curve geometry involving any number, combination, and configuration of circular arcs. Traditionally, complex curves have to be solved on an individual basis because they do not exhibit a consistent pattern suitable for mathematical analysis. This difficulty is overcome in the unified method by the use of (0, 1, −1) variables to designate the types and configuration of arcs of the horizontal curve. The solutions of traditional curves are special cases of the unified solution. By setting the proper values of these variables, the known solutions of the simple, compound, and reverse curves are obtained. Application of the method is illustrated using practical examples involving street widening, median design for a Y‐intersection, a cul‐de‐sac, and a three‐centered asymmetric compound curve. The method should be of interest to highway professionals who are concerned with achieving computational efficiency in designing highway horizontal curves.
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| contributor author | Said M. Easa | |
| date accessioned | 2017-05-08T21:02:56Z | |
| date available | 2017-05-08T21:02:56Z | |
| date copyright | January 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-947x%281993%29119%3A1%2894%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/36685 | |
| description abstract | A unified method for designing complex horizontal curves and all traditional categories of horizontal curves is presented. The unified method is applicable to complex curve geometry involving any number, combination, and configuration of circular arcs. Traditionally, complex curves have to be solved on an individual basis because they do not exhibit a consistent pattern suitable for mathematical analysis. This difficulty is overcome in the unified method by the use of (0, 1, −1) variables to designate the types and configuration of arcs of the horizontal curve. The solutions of traditional curves are special cases of the unified solution. By setting the proper values of these variables, the known solutions of the simple, compound, and reverse curves are obtained. Application of the method is illustrated using practical examples involving street widening, median design for a Y‐intersection, a cul‐de‐sac, and a three‐centered asymmetric compound curve. The method should be of interest to highway professionals who are concerned with achieving computational efficiency in designing highway horizontal curves. | |
| publisher | American Society of Civil Engineers | |
| title | Unified Design of Horizontal Circular Curves | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 1 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1993)119:1(94) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 001 | |
| contenttype | Fulltext |