Thermal Properties of Hydrated Lime-Modified Asphalt Concrete and Modelling Evaluation for Their Effect on the Constructed Pavements in Service (2022)
Journal Article
Al Ashaibi, A., Wang, Y., Albayati, A., Byzyka, J., Scholz, M., & Weekes, L. (2022). Thermal Properties of Hydrated Lime-Modified Asphalt Concrete and Modelling Evaluation for Their Effect on the Constructed Pavements in Service. Sustainability, 14(13), 7827. https://doi.org/10.3390/su14137827

Flexible pavements are subjected to three main distress types: fatigue crack, thermal crack, and permanent deformation. Under severe climate conditions, thermal cracking particularly contributes largely to a considerable scale of premature deteriorat... Read More about Thermal Properties of Hydrated Lime-Modified Asphalt Concrete and Modelling Evaluation for Their Effect on the Constructed Pavements in Service.

Thermal fatigue analysis of pavement design using hydrated lime modified asphalt concrete (2022)
Journal Article
Wang, Y., Al Ashaibi, A., Albayati, A., & Haynes, B. (2022). Thermal fatigue analysis of pavement design using hydrated lime modified asphalt concrete. International journal of pavement engineering & asphalt technology, 23, https://doi.org/10.1515/ijpeat-2016-0050

A previous experimental study has suggested that asphalt concrete using hydrated lime
to partially replace the conventional limestone dust filler at 2.5% by the total weight of
all aggregates had an optimum improvement on the key mechanical propert... Read More about Thermal fatigue analysis of pavement design using hydrated lime modified asphalt concrete.