Issue |
MATEC Web Conf.
Volume 120, 2017
International Conference on Advances in Sustainable Construction Materials & Civil Engineering Systems (ASCMCES-17)
|
|
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Article Number | 02019 | |
Number of page(s) | 10 | |
Section | Sustainable Concrete Technology | |
DOI | https://doi.org/10.1051/matecconf/201712002019 | |
Published online | 09 August 2017 |
Mechanical and economical impacts of adding polymers into asphalt mixtures
1 University of Texas at Tyler 3900 University Blvd, Tyler, TX 75799
2 Department of Civil and Environmental Engineering, University of Sharjah P.O. Box 27272, Sharjah, United Arab Emirates
3 The Texas A&M University System, 3135 TAMU, College Station, TX 77843-3135
* Corresponding author: msouliman@uttyler.edu
Load associated fatigue cracking is one of the major distress types occurring in flexible pavements. Flexural bending beam fatigue laboratory test has been used for several decades and is considered an integral part of the Superpave advanced characterization procedure. One of the most significant solutions to sustain the fatigue life for an asphaltic mixture is to add sustainable materials such as polymers to the asphalt mixture. A laboratory testing program was performed on two gap-graded mixtures: unmodified and polymer-modified asphalt mixtures. Strain controlled fatigue tests were conducted according to the AASHTO T321 procedure. The results from the beam fatigue tests indicated that the polymer-modified gap graded mixture would have much longer fatigue life compared to the reference (unmodified) mixture. In addition, a mechanistic analysis using 3D-Move software coupled with a cost-effectiveness analysis study based on the fatigue performance on the three mixtures were performed. Overall, the analysis showed that the polymer-modified asphalt mixture exhibited significantly higher cost-effectiveness compared to unmodified HMA mixture. Although polymer-modification increases the cost of the material, the analysis showed that it is more cost effective than the unmodified mixture.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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