Pavement

Cover of Development of a Nonlinear Finite Element Pavement Response to Load Model
Development of a Nonlinear Finite Element Pavement Response to Load Model
  • Publication no: AP-T199-12
  • ISBN: 978-1-921991-24-0
  • Published: 2 May 2012

This report presents, improvements implemented for pavement response to load models performed during the Austroads project Developments of Pavement Design Models. There is a large diversity of local materials and significant demand for using alternative source materials such as recycled or modified materials. In that context, there is a need to consider each material characteristic in pavement models to better evaluate the critical strains and performance relationships for pavement design. To obtain a better representation of granular behaviour in pavement response, a finite element program has been developed integrating nonlinear behaviour of granular materials.

  • 1. INTRODUCTION
  • 2. LINEAR 2D FINITE ELEMENT MODEL
  • 3. MATERIAL MODELS ADOPTED IN APADS
  • 4. NONLINEAR 2D FINITE ELEMENT MODEL
  • 5. NUMERICAL VALIDATION
  • 6. PRESUMPTIVE INPUT PARAMETERS FOR MATERIAL CHARACTERISATION
  • 7. PAVEMENT RESPONSE PREDICTION USING PRESUMPTIVE PARAMETERS
  • 8. COMPARISON WITH CURRENT AUSTROADS GUIDE STRAINS
  • 9. CONCLUSIONS AND RECOMMENDATIONS FOR FURTHER RESEARCH