3D Numerical Investigation of Asphalt Pavements Behaviour Using Infinite Elements

Authors: K. Sandjak, B. Tiliouine

Abstract:

This article presents the main results of three-dimensional (3-D) numerical investigation of asphalt pavement structures behaviour using a coupled Finite Element-Mapped Infinite Element (FE-MIE) model. The validation and numerical performance of this model are assessed by confronting critical pavement responses with Burmister’s solution and FEM simulation results for multi-layered elastic structures. The coupled model is then efficiently utilised to perform 3-D simulations of a typical asphalt pavement structure in order to investigate the impact of two tire configurations (conventional dual and new generation wide-base tires) on critical pavement response parameters. The numerical results obtained show the effectiveness and the accuracy of the coupled (FE-MIE) model. In addition, the simulation results indicate that, compared with conventional dual tire assembly, single wide base tire caused slightly greater fatigue asphalt cracking and subgrade rutting potentials and can thus be utilised in view of its potential to provide numerous mechanical, economic, and environmental benefits.

Keywords: Infinite elements, 3-D numerical investigation, asphalt pavements, dual and wide base tires.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1340454

References:

[1] Mamma F. Réseaux routiers et autoroutiers en Algérie : consistance et perspectives (in french), Algerian-French conference on road safety, September 18, 2017, Algiers, Algeria.
[2] Mirzabozorg H, Kordzadeh A, Hariri-Ardebili MA. Seismic response of concrete arch dams including dam-reservoir- foundation interaction using infinite elements, Electronic Journal of Structural Engineering, No. 1, 12(2012) 63-73.
[3] Seo CG, Yun CB, Kim JM. Three-dimensional frequency-dependent infinite elements for soil-structure interaction, Engineering Structures, 29(2007) 3106-20.
[4] Patil VA, Sawant VA, Deb K. 3D finite-element dynamic analysis of rigid pavement using infinite elements, International Journal of Geomechanics (ASCE), No. 5, 13(2013) 533-44.
[5] Luo H, Zhu HP, Miao Y, Chen CY. Simulation of top-down crack propagation in asphalt pavements, Journal of Zhejiang University Science A, 11(2010) 223-30. (doi:10.1631/jzus.A0900248).
[6] Houmat A. Mapped infinite p-element for two-dimensional problems of unbounded domains, Computers and Geotechnics, 35(2008) 608-15.
[7] Zienkiewicz OC, Bettess P, Chiam TC, Emson C. Numerical methods for unbounded field problems and a new infinite element formulation, ASME, AMD, 46(1981) 115-48.
[8] Beer G, Meek JL. Infinite domain elements, International Journal for Numerical Methods in Engineering, 17(1981) 43-52.
[9] Curnier A. A static infinite element, International Journal for Numerical Methods in Engineering, 19(1983) 1479-88.
[10] Marques JM, Owen DR. Infinite element in quasi-static materially non-linear problems, Computers and Structures, No. 4, 18(1984) 739-51.
[11] Bettess P, Betttess JA. Infinite elements for static problems, Engineering Computations, 1(1984) 4-16.
[12] Al-Qadi IL, Elseifi MA. New generation of wide-base tires: impact on trucking operations, environment, and pavements, Journal of the Transportation Research Board, 74(2007) 100-9 (doi: 10.3141/2008-13).
[13] COST 334. Effects of wide single tyres and dual tyres, Final Report of the Action (Version 29), European Co-operation in the field of Scientific and Technical Research, 2001.
[14] Grellet D, Doré G, Bilodeau JP. Comparative study on the impact of wide base tires and dual tires on the strains occurring within asphalt pavements asphalt concrete surface course, Canadian Journal of Civil Engineering - NRC Research Press, 39(2012) 526-35.
[15] NCHRP Projet 1-37. A guide for mechanistic-empirical design for new and rahabilited pavement structures, Final report, Transportation Research Board, 2004.
[16] Bosurgi G, Perlongo W. Numerical analysis of fatigue cracks growth in asphalt pavements with the elastoplastic fracture mechanics method, Structure and Infrastructure Engineering, No. 8, 10(2014) 1027-37.
[17] Huang YH. Pavement Design and Analysis, Prentice Hall, Englewood Cliffs, USA, 2004.
[18] Sandjak K, Tiliouine B. Experimental evaluation of non-linear resilient deformations of some algerian aggregates under cyclic loading, Arabian Journal for Science and Engineering, 39(2014) 1507-16 (doi: 10.1007/s13369-013-0737-4).
[19] Tiliouine B, Sandjak K, Ali-Haimoud CY. Effect of interface condition on performance of road pavement with non-linear granular materials, Advanced Materials Research, 587(2012) 102-6 (doi: 10.4028/www.scientific.net).
[20] Greene J, Toros U, Kim S, Byron T, Choubane B. Impact of wide-base single tires on pavement damage, Journal of the Transportation Research Board, No. 55, 21(2010) 82-90.
[21] Huft D. Research Related to Asphalt Pavements at the South Dakota Department of Transportation, SD Asphalt Conference, 2012.