1. Hiltunen D.R., Roque R., (1994). A mechanical-based prediction model for thermal cracking of asphaltic concrete pavements”, Journal of the Association of Asphalt Paving Technologists, 63, 81-108
2. Judycki J., Jaskula P., Dolzycki B., Pszczola M., Jaczewski M., Rys D., Stienss M., (2015). Investigation of low-temperature cracking in newly constructed high-modulus asphalt concrete base course of a motorway pavement, Road Materials and Pavement Design, 16(1)
3. Marasteanu M.O. et al., (2012). Investigation of Low Temperature Cracking in Asphalt Pavements, National Pooled Fund Study - Phase II, Final Report Minnesota Department of Transportation, Report No. MN/RC - 2012-23
4. Shahin M.Y., McCullough B.F., (1973). A damage model for predicting temperature cracking in flexible pavements, Centre for Highway Research, The University of Texas at Austin
5. Vervaecke F., Vanelstraete A., (2008). Resistance to Low Temperature Cracking of High Modulus Bituminous Binders and Mixtures, Road Materials and Pavement Design, 9(1), 163-176