Evaluating permanent deformation in asphalt rubber mixtures

By L. P. T. L. Fontes, G. Trichês, J. Pais, P. Pereira. 2009

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Laboratory comparison of the crumb-rubber and SBS modified bitumen and hot mix asphalt (2011, methodology): “Cryogenic processing uses liquid nitrogen to freeze tire chips or rubber particles prior to size reduction ( 120 C) [18].”
Using waste plastic bottles as additive for stone mastic asphalt (2011, background): “Therefore, in order to reduce their negative impact on the environment and nature, it is logical to re-use these waste materials in engineering and industrial construction and production [15,16].”
Investigation of asphalt binder containing various crumb rubbers and asphalts (2013, background): “The extent of swelling is dependent on the temperature of system, nature and viscosity of the solvent and the type of polymers [12,13].”
A review on fatigue and rutting performance of asphalt mixes (2011, background): “Another study (Fontes et al., 2010) illustrated the effect of asphalt rubber binder on permanent deformation of asphalt rubber mixture containing two types of rubber obtained through the ambient and the cryogenic processes, with two different blends (continuous blend and terminal blend).”