Hybrid Mechanistic–Empirical and 3D FEM Analysis of Airport Pavement under Heavy Aircraft Loads
Received: 8 March 2026 | Revised: 9 April 2026 | Accepted: 17 April 2026 | Online: 6 June 2026
Corresponding author: Tukimun
Abstract
This study evaluates airport pavement performance under heavy multi-wheel aircraft using a hybrid Mechanistic–Empirical (M–E) and 3D Finite Element (FE) approach. The framework combines Federal Aviation Administration Rigid and Flexible Iterative Elastic Layered Design (FAARFIELD) with detailed 3D FE modeling to assess stress, strain, fatigue, and rutting. A flexible runway and rigid concrete apron were analyzed under wide-body aircraft at maximum landing weight. M–E results indicated a fatigue damage factor of 0.60 and a rutting of about 5 mm over a 50-year period, showing rutting as the main distress for flexible pavement. FE simulations captured localized stress beneath wheels and predicted an instantaneous vertical displacement of 3.55 mm, consistent with mechanistic results. The agreement between the two methods confirms structural adequacy while highlighting proximity to rutting limits. This hybrid approach improves long-term performance predictions and supports resilient, sustainable airport infrastructure aligned with Sustainable Development Goals.
Keywords:
mechanistic–empirical design, finite element analysis, airport pavement, heavy aircraft loading, fatigue life, rutting performance, structural response, resilient infrastructure, SDGsReferences
J. Sun, E. Oh, G. Chai, Z. Ma, D. E. L. Ong, and P. Bell, "A systematic review of structural design methods and nondestructive tests for airport pavements," Construction and Building Materials, vol. 411, Jan. 2024, Art. no. 134543.
B. G. Famewo and M. Shokouhian, "A Review of Pavement Performance Deterioration Modeling: Influencing Factors and Techniques," Symmetry, vol. 17, no. 11, Nov. 2025.
Y. Koh et al., "Performance prediction models for flexible and rigid pavements – state-of-the-practice review for implementation in North America," International Journal of Pavement Engineering, vol. 26, no. 1, 2025, Art. no 2513454.
L. Bianchini Ciampoli, R. Pinto, and A. Benedetto, "Multivariate regression analysis for rapid fatigue prediction in airport rigid pavements," Results in Engineering, vol. 27, Sept. 2025, Art. no. 105959.
K. K. Mathi and K. Nallasivam, "Dynamic and Fatigue Life Prediction Analysis of Airfield Runway Rigid Pavement Using Finite Element Method," Computational Engineering and Physical Modeling, vol. 5, no. 3, pp. 1–23, 2022.
A. Joshi, "Influence of moving load, structure, temperature gradient, and wheel configuration on load transfer efficiency," M.S. thesis, Department of Civil and Environmental Engineering, Henry M. Rowan College of Engineering, New Jersey, USA, 2013.
Y. Xiong et al., "Triaxial contact stress characterization for autonomous rail rapid transit pavements using coupled vehicle-pavement dynamic simulation," International Journal of Solids and Structures, vol. 327, Mar. 2026, Art. no. 113809.
H. Lang, W. D. Villamil, and I. L. Al-Qadi, "3D tire–pavement contact stresses: physics-informed prediction approach," International Journal of Pavement Engineering, vol. 27, no. 1, Feb. 2026, Art. no. 2621970.
D. Chen, L. Chen, W. Yu, G. Liu, and Z. Qian, "Investigation on the interaction between autonomous vehicles and pavement rutting considering driving safety," International Journal of Pavement Engineering, vol. 26, no. 1, July 2025, Art. no. 2538055.
A. Nega, D. Gedafa, and H. Nikraz, "Stress and Strain Characteristics in Flexible Pavement Using Three-Dimensional Nonlinear Finite Element Analysis," International Journal of Pavement Research and Technology, vol. 17, pp. 1498–1512, June 2024.
Q. Meng, K. Zhong, Y. Li, and M. Sun, "Comparative Study on Mechanical Response in Rigid Pavement Structures of Static and Dynamic Finite Element Models," Aerospace, vol. 11, no. 7, July 2024, Art. no. 596.
S. Jamieson and G. White, "Validating a finite element model for rigid aircraft pavement load transfer against full scale testing," International Journal of Pavement Engineering, vol. 25, no. 1, June 2024, Art. no. 2363943.
S. Ramadan, H. Kassem, A. ElKordi, and R. Joumblat, "Incorporating Artificial Intelligence Applications in Flexible Pavements: A Comprehensive Overview," International Journal of Pavement Research and Technology, vol. 19, pp. 902–927, Apr. 2026.
G. Kaur and R. Kumar, "Assessing Fatigue and Rutting Life of Flexible Pavements Using Soft-Computing Techniques," Journal of Failure Analysis and Prevention, vol. 25, pp. 1256–1272, June 2025.
A. R. Ghanizadeh, M. Salehi, and F. Jalali, "Investigating the Effect of Lime Stabilization of Subgrade on the Fatigue & Rutting Lives of Flexible Pavements Using the Nonlinear Mechanistic-Empirical Analysis," Geotechnical and Geological Engineering, vol. 41, pp. 1287–1307, Mar. 2023.
S. E. Rasheed, M. Y. Fattah, W. H. Hassan, and M. Hafez, "Strength and Durability Characteristics of Sustainable Pavement Base Course Stabilized with Cement Bypass Dust and Spent Fluid Catalytic Cracking Catalyst," Infrastructures, vol. 9, no. 12, Nov. 2024, Art. no. 217.
Airport Pavement Design and Evaluation, AC 150/5320-6G, 2021.
Z. M. Aljaleel, N. Yasoub, and Y. K. H. Atemim, "Finite Element Modeling for Flexible Pavement Behavior under Repeated Axle Load," Engineering, Technology & Applied Science Research, vol. 14, no. 4, pp. 15180–15186, Aug. 2024.
Downloads
How to Cite
License
Copyright (c) 2026 Tukimun, Miswar Tumpu, Aco Wahyu Efendi, Hoong-Pin Lee, Andung Yunianta

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain the copyright and grant the journal the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) after its publication in ETASR with an acknowledgement of its initial publication in this journal.
