Technical Papers
Apr 3, 2017

Aggregate Maximum Nominal Sizes’ Influence on Fatigue Damage Performance Using Different Scales

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 8

Abstract

Some researchers have used the fine aggregates matrix (FAM) as a means to evaluate the influence of material properties on the expected changes in the performance of hot mix asphalt (HMA). Based on the most commonly used definition, the FAM is composed of part of the fine aggregates (smaller than 1.18 mm), mineral filler, and asphalt binder. Different studies have used different methods to design such FAM mixes. In this study, the fatigue characteristics of different FAM designs (by varying their maximum aggregate size and binder content) were evaluated and compared to the fatigue characteristics of a corresponding full asphalt mixture. The goal of this exercise was to identify a FAM design that was most similar to the full asphalt mixtures in terms of its damage characteristics. The viscoelastic continuum damage approach was used to make such comparisons. Results show that FAM mixes with a maximum nominal aggregate size (MNS) of 2.00 mm have similar damage evolution trends as that of the full hot mix asphalt with a maximum aggregate size of 12.50 mm. Also, through the results and using a failure criterion based on energy, cyclic tests can be simulated at different loading conditions in order to construct Wöhler curves. The results showed that smaller MNS mixtures present better damage performance for strain levels lower than 500 microstrain.

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Acknowledgments

The authors acknowledge Brazilian agencies CNPq and CAPES for financial support. Also, Petrobras Research Center (Cenpes) and COPPE/UFRJ for their experimental support.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 8August 2017

History

Received: Jul 6, 2016
Accepted: Dec 7, 2016
Published online: Apr 3, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 3, 2017

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Authors

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Reuber A. Freire [email protected]
Graduate Research Assistant, Dept. of Transportation Engineering, Universidade Federal do Ceará, Campus do Pici–703, Pici, CE 60440-900, Fortaleza, Brazil (corresponding author). E-mail: [email protected]
Lucas F. A. L. Babadopulos [email protected]
Graduate Research Assistant, Dept. of Transportation Engineering, Universidade Federal do Ceará, Campus do Pici–703, Pici, CE 60440-900, Fortaleza, Brazil. E-mail: [email protected]
Verônica T. F. Castelo Branco [email protected]
Assistant Professor, Dept. of Transportation Engineering, Universidade Federal do Ceará, Campus do Pici–703, Pici, CE 60440-900, Fortaleza, Brazil. E-mail: [email protected]
Amit Bhasin [email protected]
Associate Professor, Dept. of Civil Architectural and Environmental Engineering, Univ. of Texas at Austin, 301 E. Dean Keeton Stop C1761 Austin, TX 78712. E-mail: [email protected]

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