Fig. 19From: Model development and prediction of anti-icing longevity of asphalt pavement with salt-storage additiveRepresentative images of evolution of C in APSSA when exposed to wet-dry cycles and variations of temperature, pavement thermal cracking, and pavement fatigue cracking. From a to j, t = 0, 24, 72, 96, 144, 192, 240, 4272, and 44,280 h respectivelyBack to article page