Rutting Resistance of Rubberized Asphalt Concrete Pavements Containing Reclaimed Asphalt Pavement Mixtures

By F. Xiao, S. Amirkhanian, C. Hsein Juang. 2007

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Laboratory Investigation of Moisture Damage in Warm-Mix Asphalt Containing Moist Aggregate (2009, background): “Although both Aggregates A and C are granite, the engineering properties of these two aggregates are very different (12).”
Measuring the Effect of Moisture on Asphalt–Aggregate Bond with the Bitumen Bond Strength Test (2011, background): “, polarity and constitution), viscosity, film thickness, and surface energy (13, 14).”
Recycling of waste tire rubber in asphalt and portland cement concrete: An overview (2014, unknown): “[40] found that use of both RAP and crumb rubber in HMA can effectively improve the rut resistance of HMA mixes.”
Influences of crumb rubber size and type on reclaimed asphalt pavement (RAP) mixtures (2009, background): “On the other hand, the previous research indicated that the rubber particle size is also important factor in affecting the rheological and engineering properties of mixtures [13,14].”
An overview of the emerging warm mix asphalt technology (2014, background): “The main problem is the high construction temperatures because of the viscous gel formed by the swelling of crumb rubber (Xiao 2006, Xiao et al. 2007, 2009a).”