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Assessment of the design of reverse horizontal curves to accommodate heavy vehicles based on simulation

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dc.contributor.author Kazagli, EA en
dc.contributor.author Psarianos, B en
dc.date.accessioned 2014-03-01T02:01:45Z
dc.date.available 2014-03-01T02:01:45Z
dc.date.issued 2011 en
dc.identifier.issn 18245463 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/29244
dc.subject Design parameters en
dc.subject Heavy vehicles en
dc.subject Reverse horizontal curves en
dc.subject Simulation en
dc.subject Tires and friction en
dc.subject Vehicle dynamics en
dc.subject.other Design parameters en
dc.subject.other Heavy vehicles en
dc.subject.other Reverse horizontal curves en
dc.subject.other Simulation en
dc.subject.other Vehicle dynamics en
dc.subject.other Automobiles en
dc.subject.other Design en
dc.subject.other Dynamic response en
dc.subject.other Friction en
dc.subject.other Geometry en
dc.subject.other Optimization en
dc.subject.other Vehicles en
dc.subject.other Curves (road) en
dc.title Assessment of the design of reverse horizontal curves to accommodate heavy vehicles based on simulation en
heal.type journalArticle en
heal.identifier.primary 10.4399/97888548388641 en
heal.identifier.secondary http://dx.doi.org/10.4399/97888548388641 en
heal.publicationDate 2011 en
heal.abstract Current geometric design policies use passenger cars as design vehicles, while truck operational and dynamic characteristics are not included or not addressed consistently. Furthermore, critical geometric design parameters such as horizontal curves radii are determined without consideration of the effect of vertical alignment. The objective of this work is to investigate whether critical road sections such as reverse horizontal curves with spiral curves, can accommodate typical heavy vehicles with safety. The analysis was focused on rural and suburban two-lane roads with undivided pavement that produce the largest accident rates. By means of ""road - driver - vehicle"" simulation system developed in TruckSim, the vehicle dynamic response to inputs from the immediate environment is analyzed, while same kind of outputs that might be measured with physical tests involving instrumented vehicles are calculated and plotted. Results indicated that horizontal curves minimum radii that are implemented according to several design criteria, can not be used in conjunction with the allowed interval of grades, and that the table of minimum radii must comprehend a limitation for the applicable grade. Otherwise, exclusively speed limits depending on the road geometry or larger radii must be used in order to adequately accommodate heavy vehicles. en
heal.journalName Advances in Transportation Studies en
dc.identifier.doi 10.4399/97888548388641 en
dc.identifier.issue 23 en
dc.identifier.spage 5 en
dc.identifier.epage 14 en


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