Evaluation Evaluation of Rutting in Conventional and Rubberized Asphalt Mixes Using Numerical Modeling Under Repeated Loads


  • D. A. Saad Department of Civil Engineering, College of Engineering, University of Baghdad, Iraq
  • H. A. Al-Baghdadi Department of Civil Engineering, College of Engineering, University of Baghdad, Iraq
Volume: 11 | Issue: 6 | Pages: 7836-7840 | December 2021 | https://doi.org/10.48084/etasr.4549


This research aimed to predict the permanent deformation (rutting) in conventional and rubberized asphalt mixes under repeated load conditions using the Finite Element Method (FEM). A three-dimensional (3D) model was developed to simulate the Wheel Track Testing (WTT) loading. The study was conducted using the Abaqus/Standard finite element software. The pavement slab was simulated using a nonlinear creep (time-hardening) model at 40°C. The responses of the viscoplastic model under the influence of the trapezoidal amplitude of moving wheel loadings were determined for different speeds and numbers of cycles. The results indicated that a wheel speed increase from 0.5Km/h to 1.0Km/h decreased the rut depth by about 22% and 24% in conventional and rubberized asphalt mixes, respectively. Moreover, increasing the number of cycles from 7,500 (15,000 passes) to 15,000 (30,000 passes) under constant speed increased the rut depth by about 25% and 30% in conventional and rubberized asphalt mixes, respectively. Furthermore, the addition of Crumb Rubber (CR) to the asphalt reduced its rut depth by 55% compared to conventional asphalt.


Rutting, Finite element method, Rubberized asphalt, Repeated load, Creep


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M. Saleh and M. Ghorban Ebrahimi, "Finite Element Modeling of Permanent Deformation in the Loaded Wheel Tracker Test," Transportation Research Record, vol. 2641, no. 1, pp. 94–102, Jan. 2017, https://doi.org/10.3141/2641-12.

F. Alzaidy and A. H. K. Albayati, "A Comparison between Static and Repeated Load Test to Predict Asphalt Concrete Rut Depth," Engineering, Technology & Applied Science Research, vol. 11, no. 4, pp. 7363–7369, Aug. 2021, https://doi.org/10.48084/etasr.4236.

J. Wu, J. Liang, and S. Adhikari, "Dynamic response of concrete pavement structure with asphalt isolating layer under moving loads," Journal of Traffic and Transportation Engineering (English Edition), vol. 1, no. 6, pp. 439–447, Dec. 2014, https://doi.org/10.1016/S2095-7564(15)30294-4.

Harold L. Von Quintus, "Performance Prediction Models In the Superpace Mix Design System," Strategic Highway Research Program, Washington, D.C., USA, SHRP-A-699, Aug. 1994. Accessed: Oct. 30, 2021. [Online]. Available: https://trid.trb.org/view/406369.

A. C. Collop, A. (Tom) Scarpas, C. Kasbergen, and A. de Bondt, "Development and Finite Element Implementation of Stress-Dependent Elastoviscoplastic Constitutive Model with Damage for Asphalt," Transportation Research Record, vol. 1832, no. 1, pp. 96–104, Jan. 2003, https://doi.org/10.3141/1832-12.

J. Ji, L. Chen, Z. Suo, Y. Xu, and Y.-L. Han, "Effect of high temperature and heavy load on deformation resistance of DCLR modified asphalt mixture," Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, vol. 19, pp. 1–8, Feb. 2019.

M. M. Pradhan, "Permanent deformation characteristics of asphalt-aggregate mixtures using varied materials and molding procedures with Marshall method," Ph.D. dissertation, Montana State University, Bozeman, MT, USA, 1995.

E. G. Epifanio and L. Gan, "Validation of a Pavement Performance Model for Flexible Pavements Based on," M.S. thesis, Chalmers University of Technology, Gothenburg, Sweden, 2009.

I. A. Mahmoud, "Performance Modification of Saudi Asphalt Binders Using SABIC Polymers," M.S. thesis, King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia, 2002.

H. Ziari, A. Goli, and A. Amini, "Effect of Crumb Rubber Modifier on the Performance Properties of Rubberized Binders," Journal of Materials in Civil Engineering, vol. 28, no. 12, Dec. 2016, Art. no. 04016156, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001661.

A. Amini, H. Ziari, and A. Goli, "Investigating the performance of rubberised binders used in Iran based on multiple stress creep recovery and performance grading systems," Road Materials and Pavement Design, vol. 19, no. 4, pp. 803–818, May 2018, https://doi.org/10.1080/14680629.2016.1274676.

K. Jadidi, M. Khalili, M. Karakouzian, and S. Amirkhanian, "Toughness, Tenacity and Maximum Initial Strength of Rubber Modified Asphalt Binders," Engineering, Technology & Applied Science Research, vol. 9, no. 1, pp. 3765–3769, Feb. 2019, https://doi.org/10.48084/etasr.2526.

M. Bekhiti, H. Trouzine, and A. Asroun, "Properties of Waste Tire Rubber Powder," Engineering, Technology & Applied Science Research, vol. 4, no. 4, pp. 669–672, Aug. 2014, https://doi.org/10.48084/etasr.439.

M. Arabani, R. Jamshidi, and M. Sadeghnejad, "Using of 2D finite element modeling to predict the glasphalt mixture rutting behavior," Construction and Building Materials, vol. 68, pp. 183–191, Oct. 2014, https://doi.org/10.1016/j.conbuildmat.2014.06.057.

J. Hua, "Finite element modeling and analysis of accelerated pavement testing devices and rutting phenomenon," Ph.D. dissertation, Purdue University, West Lafayette, IN, U.S., 2000.

B. Bakhshi and M. Arabani, "Numerical Evaluation of Rutting in Rubberized Asphalt Mixture Using Finite Element Modeling Based on Experimental Viscoelastic Properties," Journal of Materials in Civil Engineering, vol. 30, no. 6, Jun. 2018, Art. no. 04018088, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002116.

T. D. White, J. E. Haddock, A. J. T. Hand, and H. Fang, "Contributions of Pavement Structural Layers to Rutting of Hot Mix Asphalt Pavements," Transportation Research Board - National Research Council, Washington, D.C., USA, 468, 2002. Accessed: Oct. 31, 2021. [Online]. Available: https://trid.trb.org/view/710690.

"Abaqus 6.11 - Scripting User’s Manual," Dassault Systèmes Simulia, 2011.

F. Bai, X. Yang, and G. Zeng, "A stochastic viscoelastic–viscoplastic constitutive model and its application to crumb rubber modified asphalt mixtures," Materials & Design, vol. 89, pp. 802–809, Jan. 2016, https://doi.org/10.1016/j.matdes.2015.10.040.

Y. H. Huang, Pavement analysis and design. Englewood Cliffs, N.J., U.S.: Prentice-Hall, 1993.


How to Cite

D. A. Saad and H. A. Al-Baghdadi, “Evaluation Evaluation of Rutting in Conventional and Rubberized Asphalt Mixes Using Numerical Modeling Under Repeated Loads”, Eng. Technol. Appl. Sci. Res., vol. 11, no. 6, pp. 7836–7840, Dec. 2021.


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