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2022 | OriginalPaper | Chapter

Effects of Binder Content, Filler Content, Air Void and Modification on Damage Characteristics of Asphalt Mix Under Fatigue Loading

Authors : Hamidreza Sahebzamani, Mohammad Zia Alavi, Orang Farzaneh, Serge Krafft

Published in: Proceedings of the RILEM International Symposium on Bituminous Materials

Publisher: Springer International Publishing

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Abstract

Evaluating the behavior of asphalt mixtures under repetitive loading is essential to understand the fatigue performance of flexible pavements over the service life. Fatigue loads cause damage in asphalt mixture medium, which results in the reduction of the mix stiffness. In this study, 21 types of asphalt mixes with different aggregate sources, asphalt binder contents, filler contents, air void levels, modifiers, and aging levels were evaluated for damage evolution due to repetitive loading. All mixtures were tested in unaged and long-term aged conditions. The dynamic modulus and the cyclic fatigue (Push-Pull) tests were performed on each mix to obtain mix stiffness, fatigue life, and the damage characteristics (C-S curves). The preliminary statistical analysis of the test results revealed that the shape of the damage function, modulus of the mix, and slope of relaxation are highly affected by the aging, asphalt binder content, and mix modification.

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Footnotes
1
Viscoelastic Continuum Damage.
 
2
Technical and Soil Mechanics Laboratory.
 
Literature
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2.
go back to reference Lundstorm, R., Isacsson, U.: Asphalt fatigue modeling using viscoelastic continuum damage theory. Road Mater. Pavement Des. pp. 51–75 (2003) Lundstorm, R., Isacsson, U.: Asphalt fatigue modeling using viscoelastic continuum damage theory. Road Mater. Pavement Des. pp. 51–75 (2003)
3.
go back to reference Sahebzamani, H., Alavi, M.Z., Farzaneh, O.: Impact of different levels of oxidative aging on engineering properties of asphalt mixes at low temperatures. Constr. Build. Mater. 242, Article 118036 (2020) Sahebzamani, H., Alavi, M.Z., Farzaneh, O.: Impact of different levels of oxidative aging on engineering properties of asphalt mixes at low temperatures. Constr. Build. Mater. 242, Article 118036 (2020)
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go back to reference Emin Kutay, M., Lanotte, M.: Viscoelastic continuum damage (VECD) models for cracking problems in asphalt mixtures. Int. J. Pavement Eng. pp. 231–242 (2018) Emin Kutay, M., Lanotte, M.: Viscoelastic continuum damage (VECD) models for cracking problems in asphalt mixtures. Int. J. Pavement Eng. pp. 231–242 (2018)
Metadata
Title
Effects of Binder Content, Filler Content, Air Void and Modification on Damage Characteristics of Asphalt Mix Under Fatigue Loading
Authors
Hamidreza Sahebzamani
Mohammad Zia Alavi
Orang Farzaneh
Serge Krafft
Copyright Year
2022
DOI
https://doi.org/10.1007/978-3-030-46455-4_83