2006 IEEE EIC Climate Change Conference 2006
DOI: 10.1109/eicccc.2006.277185
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Climate Change and the Performance of Pavement Infrastructure in Southern Canada: Context and Case Study

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Cited by 13 publications
(6 citation statements)
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“…The analysis found that, in comparison to other metropolitan areas in the US and around the world, the Boston Metro Area is already substantially developed, thus there won't be much change in urban infrastructure. Mills (2007) investigates how drivers can adapt to bad weather. Considering the connection between exposure to rain, particularly heavy rain, snow and slick pavement, the study used a population of 23 Canadian cities.…”
Section: Empirical Reviewmentioning
confidence: 99%
“…The analysis found that, in comparison to other metropolitan areas in the US and around the world, the Boston Metro Area is already substantially developed, thus there won't be much change in urban infrastructure. Mills (2007) investigates how drivers can adapt to bad weather. Considering the connection between exposure to rain, particularly heavy rain, snow and slick pavement, the study used a population of 23 Canadian cities.…”
Section: Empirical Reviewmentioning
confidence: 99%
“…The climate inputs in AASHTOware software are: hourly air temperature, wind speed, percent sunshine, precipitation, and relative humidity. Most of the previous studies have used AASHTOware to compute pavement performance and service life ( 16 , 19 , 2426 , 32–38 ). Also, these performance parameters are the main functions required to calculate the need for maintenance and rehabilitation.…”
Section: Aashtoware Mechanistic–empirical Pavement Designmentioning
confidence: 99%
“…El diseño de pavimentos puede ser definido como la determinación de los espesores del pavimento y de las capas que lo integran, las cuales son colocadas en el suelo natural preparado en un medioambiente en particular (condiciones naturales) para proveer una superficie satisfactoria para el tránsito en función de determinadas condiciones externas (Scala, 1962). Para asegurar la durabilidad de los pavimentos, diversas instituciones han desarrollado varios métodos con enfoques empíricos y mecánico-empíricos para modelar el desempeño de un pavimento y su deterioro en función de diferentes variables (Mills et al, 2006). Las principales variables que intervienen en el diseño de un pavimento flexible, de acuerdo a Corro and Prado (1974), pueden clasificarse en tres categorías: a) Estructurales.…”
Section: Introductionunclassified