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Advisor(s)
Abstract(s)
A finite element model has been developed to calculate the temperature of a pavement located in the Northeast
of Portugal. The goal of the case study presented in this paper is the validation of this model. Input data to the
model are the hourly values for solar radiation and temperature, and mean daily values of wind speed obtained
from a meteorological station. The thermal response of a multilayered pavement structure is modeled using a
transient thermal analysis for four months time-period (December 2003 - April 2004) and the analysis was
initiated with the full depth constant initial temperature obtained from field measurements. During these four
months, pavement temperature was measured at a new pavement section, located at IP4 main road, near
Bragança, in the north of Portugal. At that location, seven thermocouples were installed in the AC layers, at
seven different depths. These pavement data was used to validate this simulation model, by comparing model
calculated data with measured pavement temperatures.
As conclusion, the 3-D finite-element analysis proved to be an interesting tool to simulate the transient behavior
of asphalt concrete pavements. The suggested simulation model can predict the pavement temperature at
different levels of bituminous layers with a good accuracy.
Description
Keywords
Temperature variation Thermal mixes behavior Numerical analysis
Citation
Minhoto, Manuel; Pais, Jorge; Pereira, Paulo (2005). A model for pavement temperature prediction. In 84th Annual Meeting, Transportation Research Board Annual Meeting Proceedings.Washington, USA.
Publisher
Transportation Research Board