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Journal of Infrastructure Preservation and Resilience
Fig. 2 | Journal of Infrastructure Preservation and Resilience

Fig. 2

From: Model development and prediction of anti-icing longevity of asphalt pavement with salt-storage additive

Fig. 2

a Original cross-sectional image of the asphalt mixture sample, b geometry used to determine thermal cracking-related coefficient and fatigue cracking-related coefficient to D of asphalt mastic, and c selected geometry for the simulations of water transport and chloride transport. (In Fig. 2b and c, gray circles are the CaCl2-zeolite/p-epoxy additives, gray irregular polygons are coarse aggregates, and purple area is asphalt mastic.)

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