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Experimental Study on Shear Fatigue Behavior and Stiffness Performance of Warm Mix Asphalt by adding Synthetic Wax

2012/03/13 by Christophe Petit, Petit, Christophe, Anne Millien +7
Engineering · Physics and Astronomy · #Asphalt Pavement Performance Evaluation #FOS: Physical sciences #General Physics (physics.gen-ph) #Infrastructure Maintenance and Monitoring #Transport Systems and Technology #Tribology and Wear Analysis #physics.gen-ph

paper · pdf · doi:10.48550/arxiv.1203.2734

arxiv created 2012/03/13 · openalex publication_date 2012/03/13 · arxiv updated 2012/03/14 · openalex created_date 2022/10/01 · openalex updated_date 2026/07/28

Abstract

Synthetic waxes produced by standard and registered processes may be used to manufacture Warm Mix Asphalt (WMA), which is a modified asphalt concrete produced, applied and compacted at temperatures below those typically required. This feature leads to environmental benefits, such as reduced energy consumption, gas and fume emissions, as well as to economic/operational advantages, such as lower production costs and greater hauling distances for extended construction seasons with tighter schedules. The present article serves to compare the mechanical performance of a WMA produced by adding synthetic wax with a traditional Hot Mix Asphalt (HMA) specimen, in terms of shear fatigue response and both complex and stiffness moduli. The experimental results and related modeling work demonstrate that adding synthetic wax into the WMA composition does not hinder either the destructive or non-destructive performance of an HMA, and this finding is corroborated by respectively measuring fatigue life and stiffness.

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