ABSTRACT The ice on the road surface could significantly reduce the skid resistance and pose a threat to traffic safety. To alleviate these safety issues, asphalt pavement incorporating phase change material (PCM) was developed to provide a sustainable anti-icing effect. A computational model was developed with the finite difference method to simulate the ice formation process. N-tetradecane-polymethyl methacrylate microcapsule powder was used to prepare asphalt concrete and experiments were conducted to validate the model. Results indicate that the average absolute error between the simulated and measured values is 1.2℃, which is acceptable. Compared to traditional models, this model considers the phase change of both the PCM-incorporated asphalt concrete (PCM-AC) and water-ice film. The analysis results indicate that the optimal phase change temperature for anti-icing is approximately 2–5°C. PCM-AC with higher thermal conductivity is more recommended, but when the thermal conductivity is reduced by 0.14–0.69 W·m−1·K−1, the anti-icing effect is more likely to be cancelled out. It is worth noting that there is an optimal thickness for the PCM-AC layer. The computational analysis helps transportation agencies understand the mechanism of ice formation on the PCM-incorporated pavement and the potential application of PCM in anti-icing.
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