[1] Zaghloul S, White TD. Guidelines for Permitting Overloads; Part 1: Effect of Overloaded Vehicles on the Indiana Highway Network. West Lafayette, IN: 1994.
[2] Chatti K, Lee D, Kim T. Truck Damage Factors Using Dissipated Energy versus Peak Strains. 6th Int. Symp. Heavy Veh. Weight. Dlmensiolns, Saskatoon: 2000, p. 175–83.
[3] Abdel-Motaleb ME. Impact of high-pressure truck tires on pavement design in Egypt. Emirates J Eng Res 2007;12:65–73.
[4] Judycki J. Determination of Equivalent Axle Load Factors on the Basis of Fatigue Criteria for Flexible and Semi-Rigid Pavements. Road Mater Pavement Des 2010;11:187–202.
[5] Chaudry R, Memon AB. Effects of Variation in Truck Factor on Pavement Performance in Pakistan 2013;32:19–30.
[6] Amorim SIR, Pais JC, Vale AC, Minhoto MJC. A model for equivalent axle load factors. Int J Pavement Eng 2014;16:881–93.
[7] Rys D, Judycki J, Jaskula P. Determination of Vehicles Load Equivalency Factors for Polish Catalogue of Typical Flexible and Semi-rigid Pavement Structures. Transp Res Procedia 2016;14:2382–91.
[8] Zhang H, Gong M, Yu T. Modification and application of axle load conversion formula to determine traffic volume in pavement design. Int J Pavement Res Technol 2018;11:582–93.
[9] Singh AK, Sahoo JP. Analysis and design of two layered flexible pavement systems: A new mechanistic approach. Comput Geotech 2020;117:103238.
[10] Deng Y, Luo X, Zhang Y, Lytton RL. Evaluation of flexible pavement deterioration conditions using deflection profiles under moving loads. Transp Geotech 2021;26:100434.
[11] Rezazadeh Eidgahee D, Rafiean AH, Haddad A. A Novel Formulation for the Compressive Strength of IBP-Based Geopolymer Stabilized Clayey Soils Using ANN and GMDH-NN Approaches. Iran J Sci Technol Trans Civ Eng 2020;44:219–29.
[12] Rezazadeh Eidgahee D, Fasihi F, Naderpour H. Optimized Artificial Neural Network for Analyzing Soil-Waste Rubber Shred Mixtures. Sharif J Civ Eng 2015;31.2:105–11.
[13] Rezazadeh Eidgahee D, Haddad A, Naderpour H. Evaluation of shear strength parameters of granulated waste rubber using artificial neural networks and group method of data handling. Sci Iran 2019;26:3233–44.
[14] Naderpour H, Rafiean AH, Fakharian P. Compressive strength prediction of environmentally friendly concrete using artificial neural networks. J Build Eng 2018;16.
[15] Azunna SU, Nwafor EO, Ojobo SO. Stabilization of Ikpayongu laterite using Cement, RHA and Carbide Waste Mixture for Road Subbase and Base Material. Comput Eng Phys Model 2020;3:77–96.
[16] Al-Qadi IL, Wang H, Tutumluer E. Dynamic Analysis of Thin Asphalt Pavements by Using Cross-Anisotropic Stress-Dependent Properties for Granular Layer. Transp Res Rec J Transp Res Board 2010;2154:156–63.
[17] Chen Y. Viscoelastic modeling of flexible pavement. Akron, 2009.
[18] Alkaissi ZA. Effect of high temperature and traffic loading on rutting performance of flexible pavement. J King Saud Univ - Eng Sci 2020;32:1–4.
[19] Zaghloul SM, White T. Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement. Transp Res Rec 1993.
[20] Zarei B, Shafabakhsh GA. Dynamic Analysis of Composite Pavement using Finite Element Method and Prediction of Fatigue Life 2018;04:33–7.
[21] Huang YH. Pavement Analysis and Design. Second Edi. Pearson Education; 2004.
[22] Kim M. Three-Dimensional Finite Element Analysis Of Flexible Pavements Considering Nonlinear Pavement Foundation Behavior. University of Illinois, 2007.
[23] Cebon D. Handbook of vehicle-road interaction. 1999.
[24] Boulos Filho P, Raymundo H, Machado ST, Leite ARCAP, Sacomano JB. CONFIGURATIONS OF TIRE PRESSURE ON THE PAVEMENT FOR COMMERCIAL VEHICLES: CALCULATION OF THE ‘N’ NUMBER AND THE CONSEQUENCES ON PAVEMENT PERFORMANCE. Indep J Manag Prod 2016;7:584–605.
[25] Filho PB, Raymundo H, Machado ST, Leite ARCAP, Sacomano JB. Configurations of tire pressure on the pavement for commercial vehicles: calculation of the n number and the consequences on pavement performance. Indep J Manag Prod 2016;7:584–605.
[26] Uddin W, Garza S. 3D-FE Modeling and Simulation of Airfield Pavements Subjected to FWD Impact Load Pulse and Wheel Loads. Airf. Pavements, Reston, VA: American Society of Civil Engineers; 2004, p. 304–15.
[27] Sebaaly P, Tabatabaee N, Kulakowski B, Scullion T. Instrumentation for Flexible Pavements-Field Performance of Selected Sensors Volume I : Final Report. vol. I. 1992.
[28] Solatifar N, Lavasani SM. Development of An Artificial Neural Network Model for Asphalt Pavement Deterioration Using LTPP Data. J Rehabil Civ Eng 2020;8:121–32.
[29] Abbaszadeh MA, Sharbatdar M. Modeling of Confined Circular Concrete Columns Wrapped by Fiber Reinforced Polymer Using Artificial Neural Network. J Soft Comput Civ Eng 2020;4:61–78.
[30] LeCun Y, Bengio Y, Hinton G. Deep learning. Nature 2015;521:436–44.
[31] Moradi E, Naderpour H, Kheyroddin A. An artificial neural network model for estimating the shear contribution of RC beams strengthened by externally bonded FRP. J Rehabil Civ Eng 2018;6:88–103.
[32] Darvishan E. The Punching Shear Capacity Estimation of FRP-Strengthened RC Slabs Using Artificial Neural Network and Group Method of Data Handling. J Rehabil Civ Eng 2021;9:102–13.
[33] Naderpour H, Nagai K, Fakharian P, Haji M. Innovative models for prediction of compressive strength of FRP-confined circular reinforced concrete columns using soft computing methods. Compos Struct 2019;215:69–84.
[34] Adeli H. Neural Networks in Civil Engineering: 1989-2000. Comput Civ Infrastruct Eng 2001;16:126–42.
[35] da Silva IN, Hernane Spatti D, Andrade Flauzino R, Liboni LHB, dos Reis Alves SF. Artificial Neural Network Architectures and Training Processes. Artif. Neural Networks, Cham: Springer International Publishing; 2017, p. 21–8.
[36] Abdulla NA. Using the artificial neural network to predict the axial strength and strain of concrete-filled plastic tube. J Soft Comput Civ Eng 2020;4:63–86.
[37] Gajewski J, Sadowski T. Sensitivity analysis of crack propagation in pavement bituminous layered structures using a hybrid system integrating Artificial Neural Networks and Finite Element Method. Comput Mater Sci 2014;82:114–7.
[38] Ghasemi M, Roshani GH, Roshani A. Detecting Human Behavioral Pattern in Rock, Paper, Scissors Game Using Artificial Intelligence. Comput Eng Phys Model 2020;3:25–35.
[39] Profillidis VA, Botzoris GN. Modeling of Transport Demand. Elsevier; 2018.
[40] Naderpour H, Rezazadeh Eidgahee D, Fakharian P, Rafiean AH, Kalantari SM. A new proposed approach for moment capacity estimation of ferrocement members using Group Method of Data Handling. Eng Sci Technol an Int J 2020;23:382–91.
[41] Kanchidurai S, Krishnan PA, Baskar K. Compressive Strength Estimation of Mesh Embedded Masonry Prism Using Empirical and Neural Network Models. J Soft Comput Civ Eng 2020;4:24–35.
[42] Priyadarshee A, Chandra S, Gupta D, Kumar V. Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement. J Soft Comput Civ Eng 2020;4:85–102.
[43] Hagan MT, Demuth HB, Beale MH, De Jess O. Neural network design. 2nd ed. USA: Martin Hagan; 2014.
[44] Jahangir H, Rezazadeh Eidgahee D. A new and robust hybrid artificial bee colony algorithm – ANN model for FRP-concrete bond strength evaluation. Compos Struct 2021;257:113160.
[45] Kalman Sipos T, Parsa P. Empirical Formulation of Ferrocement Members Moment Capacity Using Artificial Neural Networks. J Soft Comput Civ Eng 2020;4:111–26.
[46] Angus JE. Criteria for choosing the best neural network. Sandiego: 1991.
[47] Papadimitropoulos VC, Tsikas PK, Chassiakos AP. Modeling the Influence of Environmental Factors on Concrete Evaporation Rate. J Soft Comput Civ Eng 2020;4:79–97.