[1] Y. S. Ajool, A. A. Allawi, and A. H. Kalil, "Mitigation of Reflection Cracking in Asphalt Concrete Overlay on Rigid Pavements," in E3S Web of Conferences, 2023, vol. 427: EDP Sciences, p. 03004.
[2] A. O. Diallo and M. V. Akpinar, "Mechanistic Responses of Asphalt Concrete Overlay Over Jointed Plain Concrete Pavement Using Finite Element Method," The Baltic Journal of Road and Bridge Engineering, vol. 15, no. 5, pp. 80-93, 2020.
[3] Z. Ghauch and G. Abou-Jaoude, "Strain response of hot-mix asphalt overlays in jointed plain concrete pavements due to reflective cracking," Computers & Structures, vol. 124, pp. 38-46, 2013.
[4] F.-L. Tsai, R. L. Lytton, and S. Lee, "Prediction of reflection cracking in hot-mix asphalt overlays," Transportation Research Record, vol. 2155, no. 1, pp. 43-54, 2010.
[5] [M. A. S. Hadi and M. H. Al-Sherrawi, "The Influence of Base Layer Thickness in Flexible Pavements," Engineering, Technology & Applied Science Research, vol. 11, no. 6, pp. 7904-7909, 2021.
[6] A. H. Albayati, Y. S. Ajool, and A. A. Allawi, "Comparative Analysis of Reinforced Asphalt Concrete Overlays: Effects of Thickness and Temperature," Materials, vol. 16, no. 17, p. 5990, 2023.
[7] J. Baek, Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. University of Illinois at Urbana-Champaign, 2010.
[8] M. R. Taha, S. Hardwiyono, N. I. M. Yusoff, M. R. Hainin, J. Wu, and K. A. M. Nayan, "Study of the effect of temperature changes on the elastic modulus of flexible pavement layers," Research Journal of Applied Sciences, Engineering and Technology, vol. 5, no. 5, pp. 1661-1667, 2013.
[9] J. Baek and I. L. Al-Qadi, "Mechanism of overlay reinforcement to retard reflective cracking under moving vehicular loading," Pavement Cracking Mechanisms, Modeling, Detection, Testing and Case Histories, pp. 563-573, 2008.
[10] L. Guo, J. Yue, P. Guo, and X. Wang, "Multiple Reflective Cracks in Semirigid Base Asphalt Pavement under Traffic Load Using XFEM," Advances in Civil Engineering, vol. 2022, 2022.
[11] M. Rith and S. W. Lee, "Development of cohesive-zone-based prediction model for reflective cracking in asphalt overlay," International Journal of Pavement Engineering, vol. 23, no. 4, pp. 1050-1059, 2022.
[12] A. International. "ASTM D7313-13: Standard test method for determining fracture energy of asphalt-aggregate mixtures using the disk-shaped compact tension geometry."
https://www.astm.org/d7313-13.html (accessed.
[13] S. H. Song, G. H. Paulino, and W. G. Buttlar, "A bilinear cohesive zone model tailored for fracture of asphalt concrete considering viscoelastic bulk material," Engineering Fracture Mechanics, vol. 73, no. 18, pp. 2829-2848, 2006.
[14] C. Du, Y. Sun, J. Chen, H. Gong, X. Wei, and Z. Zhang, "Analysis of cohesive and adhesive damage initiations of asphalt pavement using a microstructure-based finite element model," Construction and Building Materials, vol. 261, p. 119973, 2020.
[15] N. Han, L. Fan, and Y. Zhang, "Estimation of cohesive zone model parameters for glass/Elium composites with different processing temperature," Journal of Reinforced Plastics and Composites, vol. 43, no. 11-12, pp. 601-611, 2024.
[16] M. A. Elseifi, J. Baek, and N. Dhakal, "Review of modelling crack initiation and propagation in flexible pavements using the finite element method," International Journal of Pavement Engineering, vol. 19, no. 3, pp. 251-263, 2018.
[17] B. Ding, X. Zou, Z. Peng, and X. Liu, "Evaluation of Fracture Resistance of Asphalt Mixtures Using the Single‐Edge Notched Beams," Advances in Materials Science and Engineering, vol. 2018, no. 1, p. 8026798, 2018.
[18] R. L. Lytton, F. L. Tsai, S. I. Lee, R. Luo, S. Hu, and F. Zhou, "Models for predicting reflection cracking of hot-mix asphalt overlays," NCHRP report, vol. 669, pp. 48-56, 2010.
[19] K.-H. Tseng and R. L. Lytton, "Fatigue damage properties of asphaltic concrete pavements," Transportation Research Record, no. 1286, 1990.
[20] A. Nega and H. Nikraz, "Evaluation of tire-pavement contact stress distribution of pavement response and some effects on the flexible pavements," Airfield and Highway Pavements 2017: Pavement Innovation and Sustainability, pp. 174-185, 2017.