Skip to main content
Have a personal or library account? Click to login
Effects of Geogrid Reinforcement and Tire Contact Pressure on Responses of Flexible Pavement over Weak Subgrade Cover

Effects of Geogrid Reinforcement and Tire Contact Pressure on Responses of Flexible Pavement over Weak Subgrade

Open Access
|Feb 2026

References

  1. ASTM D1883-21. (2021). Standard test method for CBR (California bearing ratio) of laboratory-compacted soils. ASTM International. https://doi.org/10.1520/D1883-21
  2. ASTM C88 / C88M-18. (2018). Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate. ASTM International. https://doi.org/10.1520/C0088_C0088M-1
  3. Abu-Farsakh, Murad, and Munir Nazzal. Evaluation of the base/subgrade soil under repeated loading: phase I-laboratory testing and numerical modeling of geogrid reinforced bases in flexible pavement. No. FHWA/LA. 09/450. Louisiana Transportation Research Center, 2009.
  4. Akram, H. A., Hilal, M. M., & Fattah, M. Y. (2022). Numerical simulation of the effect of repeated load and temperature on the behavior of asphalt layers. Engineering and Technology Journal, 40(5), 1-10.
  5. Al-Qadi, I. L., & Wang, H. (2011). Prediction of tire pavement contact stresses and analysis of asphalt pavement responses: A decoupled approach. Asphalt Paving Technology-Proceedings Association of Asphalt Technologists, 80, 289.
  6. Al-Qadi, I. L., Yoo, P. J., Elseifi, M. A., Janajreh, I., Chehab, G., & Collop, A. (2005). Effects of tire configurations on pavement damage. Journal of the Association of Asphalt Paving Technologists, 74(1), 921-961.
  7. Albayati, A., & Al-Mosawe, H. (2023). Influence of Different Factors on Permanent Deformation of Hot Asphalt Concrete Mixtures. Civil and Environmental Engineering, 19(2), 555-567. https://doi.org/10.2478/cee-2023-0050
  8. Alhelyani, A., & Zhang, S. (2023). Permanent Deformation Evaluation of Modified Asphaltic Pavement Based on Numerical Simulation Models. Civil and Environmental Engineering, 19(1), 178-189. https://doi.org/10.2478/cee-2023-0016
  9. Alimohammadi, H., Schaefer, V. R., Zheng, J., & Li, H. (2021). Performance evaluation of geosynthetic reinforced flexible pavement: a review of full-scale field studies. International Journal of Pavement Research and Technology, 14(1), 30-42. https://doi.org/10.1007/s42947-020-0019-y
  10. Bonaquist, R., Churilla, C., & Freund, D. (1988). Effect of load, tire pressure, and tire type on flexible pavement response. Public Roads, 52(1), 1-7.
  11. Cuelho, E. V., & Perkins, S. W. (2017). Geosynthetic subgrade stabilization – Field testing and design method calibration. Transportation Geotechnics, 10, 22-34. https://doi.org/10.1016/j.trgeo.2016.10.002
  12. Decký, M., Remišová, E., Mečár, M., Bartuška, L., Lizbetin, J., & Drevený, I. (2015). In situ determination of load bearing capacity of soils on the airfields. Procedia Earth and Planetary Science, 15, 11-18.
  13. Garg, N., & Hayhoe, G. F. (2001). Asphalt concrete strain responses at high loads and low speeds at the national airport pavement test facility (NAPTF). In Advancing airfield pavements (pp. 1-14). https://doi.org/10.1061/40579(271)1
  14. Gunasekara Jayalath, C. P., Gallage, C., Dhanasekar, M., Dareeju, B., Ramanujam, J., & Lee, J. (2018). Pavement model tests to investigate the effects of geogrid as subgrade reinforcement. In Proceedings of the 12th Australian and New Zealand young geotechnical professionals conference (pp. 1-8). Australian Geomechanics Society.
  15. Huang, Y. H. (2004). Pavement analysis and design (Vol. 2, pp. 401-409). Upper Saddle River, NJ: Pearson/Prentice Hall. Hussein, M., Fattah, M., & Hilal, M. (2021). Dynamic behavior of pavement layers on sand subgrade. Engineering and Technology Journal, 39(12), 1760-1770. https://doi.org/10.30684/etj.v39i12.1770
  16. Ibrahim, Saad F., Namir G. Ahmed, and Dhuha E. Mohammed. Effect of reinforcement on improve surface pavement for weak subgrade conditions. GEOMATE Journal, 11(23), 2188-2193 (2016).
  17. Jasim, A. F., Fattah, M. Y., Al-Saadi, I. F., & Abbas, A. S. (2021). Geogrid reinforcement optimal location under different tire contact stress assumptions. International Journal of Pavement Research and Technology, 14(3), 357-365.
  18. Jayalath, C., Gallage, C., Wimalasena, K., Lee, J., & Ramanujam, J. (2021). Performance of composite geogrid reinforced unpaved pavements under cyclic loading. Construction and Building Materials, 304, 124570. https://doi.org/10.1016/j.conbuildmat.2021.124570
  19. Jebur, F. F., Fattah, M. Y., & Abduljabbar, A. S. (2021). Function and application of geogrid in flexible pavement under dynamic load. Engineering and Technology Journal, 39(08), 1231-1241.
  20. Jing, R., Varveri, A., Liu, X., Scarpas, A., & Erkens, S. (2020). Study on the asphalt pavement response in the accelerated pavement testing facility. In Proceedings of the 9th International Conference on Maintenance and Rehabilitation of Pavements—Mairepav9 (pp. 871-880). Springer International Publishing. https://doi.org/10.1007/978-3-030-48679-2_81
  21. Kwon, J., Kim, M., & Tutumluer, E. (2005). Interface Modeling for Mechanistic Analysis of Geogrid Reinforced Flexible Pavements. 1–15. https://doi.org/10.1061/40776(155)21
  22. Marshek, K. M., Chen, H. H., Connell, R. B., & Saraf, C. L. (1986). Effect of truck tire inflation pressure and axle load on flexible and rigid pavement performance. Transportation Research Record, 1070, 14-21.
  23. Nazzal, M. D. (2007). Laboratory characterization and numerical modeling of geogrid reinforced bases in flexible pavements. Louisiana State University and Agricultural & Mechanical College.
  24. Rahman, S., Ahmed, A., & Erlingsson, S. (2025). Responses of a thin flexible pavement loaded with tires of various dimensions and configurations. Road Materials and Pavement Design, 26(sup1), 680-699.
  25. Roberts, F. L., Tielking, J. T., Middleton, D., Lytton, R. L., & Tseng, K. (1985). Effects of tire pressures on flexible pavements. Final Report. No. FHWA/TX-86/372-1F.
  26. Sami, D. A., Hameed, H., & Hilal, M. M. (2024). Effect of reinforced asphalt pavement layers with geotextile under dynamic load. In AIP Conference Proceedings (Vol. 3105, No. 1, p. 050063). AIP Publishing LLC. https://doi.org/10.1063/5.0212903
  27. Sebaaly, P., & Tabatabaee, N. (1989). Effect of tire pressure and type on response of flexible pavement. Transportation Research Record, 1227, 92-127.
  28. Sharbaf, M., & Ghafoori, N. (2021). Laboratory evaluation of geogrid-reinforced flexible pavements. Transportation Engineering, 4, 100070.
  29. SCRB, R9, 2003. General Specifications for Roads and Bridges, Department of Planning and Studies, Republic of Iraq, Ministry of Housing and Construction.
  30. Tasnim, S., Shaikh, F. U. A., Sarker, P., Doh, S. I., & Albtoosh, J. F. A. A. (2021). A Comprehensive Review of Flexible Pavement Failures, Improvement Methods and Its Disadvantages. Key Engineering Materials, 879, 136-148.
  31. Wimalasena, K., & Jayalath, C. P. G. (2020). Effect of geogrid reinforcement in weak subgrades. International Journal of Geomate, 18(65), 140–146. https://doi.org/10.21660/2020.65.90377
  32. Zadehmohamad, M., Luo, N., Abu-Farsakh, M., & Voyiadjis, G. Z. (2022). Evaluating long-term benefits of geosynthetics in flexible pavements built over weak subgrades by finite element and Mechanistic-Empirical analyses. Geotextiles and Geomembranes, 50(3), 455–469. https://doi.org/10.1016/j.geotexmem.2022.01.004
  33. Zornberg, J. G. (2015). Advances in the use of geosynthetics in pavement projects. In Keynote lecture, proceedings of the 2nd iberic conference on geosynthetics, Geosintec Iberia (pp. 07-08).
DOI: https://doi.org/10.2478/cee-2026-0081 | Journal eISSN: 2199-6512 (formerly 1336-5835) | Journal ISSN: 1336-5835
Language: English
Submitted on: Nov 8, 2025
Accepted on: Dec 17, 2025
Published on: Feb 8, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2026 Nawal D. Salman, Hasan H. Joni, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.