[1]
D. Johnson, B. Sukumaran, Y. Mehta, and M. Willis, Three dimensional finite element analysis of flexible pavements to assess the effects of wander and wheel configuration, in: FAA Worldwide Airport Technology Transfer Conference, Atlantic City, New Jersey, USA, (2007).
Google Scholar
[2]
I.L. Al-Qadi, M. Elseifi, and P.J. Yoo, In-situ validation of mechanistic pavement finite element modeling, in: 2nd International Conference on Accelerated Pavement Testing, Minneapolis, (2004).
Google Scholar
[3]
S. Zaghloul, and T. White, Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement, in: Transportation Research Record, pp.60-60, (1993).
Google Scholar
[4]
S. Zaghloul, Non-linear dynamic analysis of flexible and rigid pavements, in: ETD Collection for Purdue University, (1993).
Google Scholar
[5]
E. Taciroglu, Constitutive modeling of the resilient response of granular solids, University of Illinois, (1995).
Google Scholar
[6]
Y. Kim, Assessing pavement layer condition using deflection data, Transportation Research Board, National Research Council, (2001).
Google Scholar
[7]
G.R. Chehab, Characterization of asphalt concrete in tension using a viscoelastoplastic model, North Carolina State University., (2002).
Google Scholar
[8]
S. Pirabarooban, M. Zaman, and R. Tarefder, Evaluation of rutting potential in asphalt mixes using finite element modeling, in: Annual Conference of the Transportation Association of Canada Transportation, St. John's, Newfoundland and Labrador, pp.1-16, (2003).
Google Scholar
[9]
M.A. Elseifi, I.L. Al-Qadi, and P.J. Yoo, Viscoelastic modeling and field validation of flexible pavements, in: Journal of Engineering Mechanics, p.172, (2006).
DOI: 10.1061/(asce)0733-9399(2006)132:2(172)
Google Scholar
[10]
H. Yin, S. Stoffels, and M. Solaimanian, Optimization of Asphalt Pavement Modeling based on the Global-Local 3D FEM Approach, in: Road materials and pavement design, pp.345-355, (2008).
DOI: 10.3166/rmpd.9.345-355
Google Scholar
[11]
H. Hertz, Ueber die Berührung fester elastischer Körper, in: Journal für die reine und angewandte Mathematik (Crelle's Journal), pp.156-171, (1882).
DOI: 10.1515/9783112342404-004
Google Scholar
[12]
G. Zavarise, P. Wriggers, and U. Nackenhorst, A Guide for Engineers to Computational Contact Mechanics, in: The TCN Series on Simulation Based Engineering and Sciences.
Google Scholar
[13]
B. Sukumaran, M. Willis, and N. Chamala, Three Dimensional Finite Element Modeling of Flexible Pavements, in: 2004 FAA worldwide Airport Technology Transfer Conference, Atlantic City, New Jersey, USA, Atlantic City, New Jersey, USA, (2004).
DOI: 10.1061/40776(155)7
Google Scholar
[14]
M.H.R. Ghoreishy, Finite element analysis of the steel-belted radial tyre with tread pattern under contact load, in: Iranian Polymer Journal, pp.667-674, (2006).
Google Scholar
[15]
R.H. Finney, and A. Kumar, Development of material constants for nonlinear finite-element analysis, in: Rubber chemistry and technology, p.879, (1988).
DOI: 10.5254/1.3536224
Google Scholar
[16]
Boeing Commercial Airplanes, 737 Airplane Characteristics for Airport Planning, (2005).
Google Scholar
[17]
Y. Huang, Pavement analysis and design, Vol. 367, Prentice Hall, (1993).
Google Scholar
[18]
W. Alkasawneh, E. Pan, and R. Green, The Effect of Loading Configuration and Footprint Geometry on Flexible Pavement Response Based on Linear Elastic Theory, in: Road materials and pavement design, pp.159-179, (2008).
DOI: 10.3166/rmpd.9.159-179
Google Scholar
[19]
Hibbitt, Karlsson, and Sorensen, ABAQUS theory manual, Hibbitt, Karlsson & Sorensen, (1998).
Google Scholar