Fatigue behavior of rubberized asphalt concrete mixtures containing warm asphalt additives

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A review on fatigue and rutting performance of asphalt mixes (2011, background): “(Xiao et al., 2009).”
Recycling of waste tire rubber in asphalt and portland cement concrete: An overview (2014, unknown): “Studies on asphalt mixtures containing both crumb rubber and WMA additives indicated that WMA additives could reduce the mixing and compaction temperatures of CRM mixtures by up to 20–30 C, making them comparable to those for conventional HMA [46] [50,51].”
Laboratory evaluation on high temperature viscosity and low temperature stiffness of asphalt binder with high percent scrap tire rubber (2012, background): “[2] Xiao F, Wenbin Zhao PE, Amirkhanian SN.”
An overview of the emerging warm mix asphalt technology (2014, methodology): “The compaction temperatures of crumb rubber mixes can be reduced from 155 to 1408C by the use of Sasobitw (Xiao et al. 2009b).”