Flexible pavement responses to different loading amplitudes considering layer interface condition and lateral shear forces

International Journal of Pavement Engineering

Volumn 7, Issue 1, 2006, Pages 73-86

  Yoo, P J ^a   Al Qadi, I L ^a   Elseifi, M A ^b   Janajreh, I ^c  

^a United States of America   (United States)

^b BRADLEY UNIVERSITY   (United States)

^c Michelin Americas Research and Development Corporation   (United States)

Author keywords

Finite element; Hot mix asphalt; Loading amplitude; Viscoelasticity; Wide base tire

Indexed keywords

ASPHALT; COMPUTER SIMULATION; FINITE ELEMENT METHOD; LOADING; MATHEMATICAL MODELS; SHEAR STRENGTH; VISCOELASTICITY;

HOT MIX ASPHALT; LOADING AMPLITUDE; WIDE-BASE TIRE;

PAVEMENTS;

EID: 31744436607     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298430500516074     Document Type: Article

References (15)

1. ABAQUS, Standard User's Manual, Version 6.4 2003, (Hibbit, Karlsson & Sorenson, Inc: Pawtucket).
2. Al-Qadi, I.L., Loulizi, A., Elseifi, M. A. and Lahouar, S., Effect of tire type on flexible pavements response to truck loading, 2000. (Final Report submitted to Michelin Americas Research and Development Corporation, 515 Michelin Road, South Carolina).
3. Al-Qadi, I.L., Loulizi, A., Janajreh, I. and Freeman, T.E., Pavement response to dual and new wide-base tires at the same tire pressure. J. Transp. Res. Board, 2002, 1806, 38-47 TRB.
4. Al-Qadi, I.L., Loulizi, A., Elseifi, M.A. and Lahouar, S., The Virginia Smart Road: The impact of pavement instrumentation on understanding pavement performance. J. Assoc. Asphalt Pavement Technol., 2004, 73, 427-465.
5. Al-Qadi, I.L., Yoo, P.J.. Elseifi, M.A. and Janajreh, I., Effects of tire configurations on pavement damage, Paper No. 58 presented at the 2005 Annual Meeting of the Association of Pavement Technologists and accepted for publication by the J. Assoc. Asphalt Pavement Technol. in 2005.
6. Beijer, J.G. and Spoormaker, J.L., Solution strategies for FEM analysis with nonlinear viscoelastic polymers. Comput. Struct., 2002, 80.
7. De Beer, M., Measurement of tyre/pavement interface stresses under moving wheel loads. Heavy Vehicle Systems Special Issue, 1996, 3(1-4), 97-115.
8. Elseifi, M.A., Performance quantification of interlayer systems in flexible pavements using finite element analysis, instrument response and non destructive testing, 2003, PhD Thesis, Virginia Tech, Blacksburg, VA.
9. Kim, Y.R., Daniel, J.S. and Wen, H., Fatigue performance evaluation of Westrack asphalt mixtures using viscoelastic continuum damage approach, Final Report, Report No. FHWA/NC/2002-004, 2002
10. Monismith, C.L., Sousa, J. and Lysmer, J., Modern pavement design technology including dynamic load conditions, SAE Conference on Vehicle/Pavement Interaction, SP765, SAE Trans. 881845, Indianapolis, SAE, 1998.
11. Romanoschi, S.A. and Metcalf, J.B., The characterization of asphalt concrete layer interfaces, Paper No. 01 -2080 presented at the 80th Transportation Research Board Annual Meeting, Washington, DC, 2001.
12. Romanoschi, S.A. and Metcalf, J.B., Errors in pavement layer moduli backcalculation due to improper modeling of the layer interface condition, Paper No. 03-3559 presented at the 82nd Transportation Research Board Annual Meeting, Washington, DC, 2002.
13. Siddharthan, R.V., Investigation of tire contact stress distributions on pavement response. J. Transport. Eng. ASCE, 2002, 128, 136-144.
14. Siddharthan, R.V., Krishnamenon, N., El-Mously, M. and Sebaaly, P.E., Pavement strain from moving dynamic 3D load distribution. J. Transport. Eng. ASCE, 1998, 557-566.
15. Tielking, J.T. and Roberts, F.L., Tire contact pressure and its effect on pavement strain. J. Transport. Eng. ASCE, 1987, 113, 56-71.