Efficient surrogate method for predicting pavement response to various tire configurations

Author:

Ziyadi MojtabaORCID,Al-Qadi Imad L.

Funder

Federal Highway Administration

Publisher

Springer Science and Business Media LLC

Subject

Artificial Intelligence,Software

Reference31 articles.

1. Zaghloul S, White T (1993) Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement. Transportation Research Record: Journal of the Transportation Research Board, No. 1388. Transportation Research Board of the National Academies, Washington, DC, pp 60–69

2. Saad B, Mitri H, Poorooshasb H (2005) Three-dimensional dynamic analysis of flexible conventional pavement foundation. J Transp Eng 131(6):460–469

3. Al-Qadi IL, Wang H, Yoo PJ, Dessouky SH (2008) Dynamic analysis and in situ validation of perpetual pavement response to vehicular loading. Transportation Research Record: Journal of the Transportation Research Board, No. 2087. Transportation Research Board of the National Academies, Washington, DC, 2008, pp 29–39

4. Yoo PJ, Al-Qadi IL (2008) Truth and myth of fatigue cracking potential in hot-mix asphalt: numerical analysis and validation. J Assoc Asph Paving Technol 77:549–590

5. Elseifi MA, Al-Qadi IL, Yoo PJ (2006) Viscoelastic modeling and field validation of flexible pavements. J Eng Mech 132(2):172–178

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