Highway designs: effects of heavy vehicles stability

From the perspective of heavy vehicles stability, some criteria of stability should be adhered to highway designs. In particular, the relationship between minimum radius, superelevation, slope angle, side friction, and design speed should be re-evaluated. In this regard, the static rollover threshol...

Full description

Autores:
Moreno Contreras, Gonzalo Guillermo
Vieira, Rodrigo De Souza
Martins, Daniel
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/68528
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/68528
http://bdigital.unal.edu.co/69561/
Palabra clave:
62 Ingeniería y operaciones afines / Engineering
diseño de vías
umbral de vuelco estático (SRT)
vehículos pesados
seguridad vial
vuelco
salida de la vía
highway design
static rollover threshold (SRT)
heavy vehicle
road safety
rollover
slide out
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
Description
Summary:From the perspective of heavy vehicles stability, some criteria of stability should be adhered to highway designs. In particular, the relationship between minimum radius, superelevation, slope angle, side friction, and design speed should be re-evaluated. In this regard, the static rollover threshold (SRT) is one of the most important factors used to define the stability of vehicles. This factor is highly dependent on the maximum lateral acceleration (ay) of a vehicle until it reaches the rollover threshold. This acceleration in turn is dependent on the vehicle speed and the radius of curvature. Taking into account the stability of vehicles, in this study the highways design is evaluated and compared with the classic design criterion. This study also suggests that in order to ensure driving safety, the State Highway Agencies should make a reevaluation of existing speed limits and the design of highway curves.