Influence of technology temperature on the fatigue cracking resistance of asphalt mixtures used for bridge pavement
Piotr Radziszewski
Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0003-2835-0240
Andrzej Plewa
Division of Road Engineering; Faculty of Civil and Environmental Engineering; Białystok University of Technology (Poland)
https://orcid.org/0000-0002-9470-9314
Karol Kowalski
Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0002-9996-3637
Jan Król
Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0001-8728-3530
Michał Sarnowski
Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0002-2908-7774
Piotr Pokorski
Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0002-8985-7400
Abstract
Bridges are an integral part of road infrastructure. In times of the roadnetwork expansion in Poland a lot of bridges were constructed. Due to the nature of work, a bridge structure should comply with specific features and requirements. This article presents the results of the fatigue life of selected asphalt mixtures used in bridge structures. Mixtures for various pavement layers were investigated. The effect of high temperature on stiffness modulus and fatigue cracking resistance with different levels of strain were analyzed. These relationships were presented in the regression equations form. The crucial influence of increased technology temperature on asphalt mix fatigue life was proved.
Keywords:
asphalt mixture, fatigue cracking, bridge pavement, technology temperatureReferences
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Authors
Piotr RadziszewskiGroup of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0003-2835-0240
Authors
Andrzej PlewaDivision of Road Engineering; Faculty of Civil and Environmental Engineering; Białystok University of Technology Poland
https://orcid.org/0000-0002-9470-9314
Authors
Karol KowalskiGroup of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0002-9996-3637
Authors
Jan KrólGroup of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0001-8728-3530
Authors
Michał SarnowskiGroup of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0002-2908-7774
Authors
Piotr PokorskiGroup of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0002-8985-7400
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