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First published online January 1, 2011

Effect of Thermal Stresses on Fatigue Behavior in Bituminous Mixes

Abstract

Fatigue cracking in asphalt mixtures—a common, widely studied mode of distress in flexible pavements—necessitates major investments in pavement maintenance and rehabilitation. To date, research has focused on the response of bituminous mixes subjected to cyclic loading until failure. Moreover, low-temperature thermal stresses in bituminous mixes have been investigated in isolation to determine the effect of thermal gradients on materials. However, decreased temperature leads to a combined effect of fatigue distress and thermal stress. To provide insight into this phenomenon, an experimental study based on a new test procedure developed by the Road Research Laboratory of the Technical University of Catalonia, Spain, is presented. This method allows the simultaneous evaluation of the effect of thermal stresses and the fatigue response of asphalt mixtures.

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References

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Article first published online: January 1, 2011
Issue published: January 2011

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© 2011 National Academy of Sciences.
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Authors

Affiliations

Félix Pérez-Jiménez
Technical University of Catalonia, Jordi Girona 1–3, Módulo B1, 08034 Barcelona, Spain.
Gonzalo Valdés
Universidad de La Frontera, Francisco Salazar 01145, Temuco, Chile.
Rodrigo Miró
Technical University of Catalonia, Jordi Girona 1–3, Módulo B1, 08034 Barcelona, Spain.
Ramón Botella
Technical University of Catalonia, Jordi Girona 1–3, Módulo B1, 08034 Barcelona, Spain.
Juan Manuel Campana
University of Buenos Aires, Avenida Las Heras 2214, C1063ACV, Buenos Aires, Argentina.

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