Pavement
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
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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
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