2013
DOI: 10.4028/www.scientific.net/amr.723.291
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Effect of Aging on Resilient Modulus of Hot Mix Asphalt Mixtures

Abstract: Asphalt hardens as a result of an aging process. This study was undertaken to determine the effect of field aging simulated by laboratory aging method of different hot mix asphalt (HMA) mixture. Three types HMA mixtures were used for this study namely Asphaltic Concrete with 10 mm nominal maximum aggregate size (AC 10), Aspaltic Concrete 28 mm (AC 28) and Porous Asphalt 10 mm (PA 10). The resilient modulus test was carried out as an indicator of the performance at a 25 °C and 40 °C. Generally, all samples show… Show more

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Cited by 33 publications
(10 citation statements)
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“…Asphalt constitutes only a small but crucial part of any paving mix. It also influences pavement performance at low and high field operating temperatures [5][6]. Due to continuously increasing traffic volumes, axle loads and the effects of temperature cycling, pure asphalt pavements are subjected to stress cracking and rutting.…”
Section: Introductionmentioning
confidence: 99%
“…Asphalt constitutes only a small but crucial part of any paving mix. It also influences pavement performance at low and high field operating temperatures [5][6]. Due to continuously increasing traffic volumes, axle loads and the effects of temperature cycling, pure asphalt pavements are subjected to stress cracking and rutting.…”
Section: Introductionmentioning
confidence: 99%
“…These findings are reasonable and the relationship between the predicted and measured permanent deformation values from regression analysis can be used to develop models effectively. It is revealed that the relationship of selected dependent and independent variables can affect the pavement performance [19].…”
Section: Predictive Model For Permanent Deformationmentioning
confidence: 99%
“…Regarding the aging performance, short term and long term aging tests are carried out using the Rolling Thin Film Oven Test (RTFOT) and the pressure aging vessel (PAV) respectively, following the standard practice outlined by American Association of State Highway and Transportation Officials (AASHTO) [34]. The aging properties of asphalt binders are normally characterized by measuring physical and rheological properties (e.g.…”
Section: 40 Asphalt Bindermentioning
confidence: 99%