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contributor authorAli R.
contributor authorVatankhah
contributor authorSaid M.
contributor authorEasa
contributor authorMahdavi
date accessioned2017-05-08T22:01:25Z
date available2017-05-08T22:01:25Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29te%2E1943-5436%2E0000016.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68979
description abstractThe most common type of horizontal curves used to connect intersecting straight sections of highways and other infrastructures are circular curves. Given the radius and the deflection angle of a horizontal circular curve, the other curve elements can be explicitly determined. However, there are 10 practical situations in which these parameters are unknown, and they have to be determined from two other given elements. In the present paper, these cases are classified into three groups according to their solution type. In the first group, direct analytical solutions can be easily obtained using simple algebraic operations. In the second group, full analytical solutions with physical meaning are not available, and in the third group, existing methods rely on a tedious trial procedure for most cases. The paper develops noniterative exact solutions for the two cases of the second group and noniterative near-exact solutions for the four cases of the third group. The proposed near-exact solutions for the third group, which have a maximum percentage error less than
publisherAmerican Society of Civil Engineers
titleAlternative Solutions for Horizontal Circular Curves by Noniterative Methods
typeJournal Paper
journal volume139
journal issue3
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000100
treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 003
contenttypeFulltext


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