Mechanistic evaluation of fatigue cracking in asphalt pavements

Abstract

Over the last several decades, significant research has been conducted to predict the fatigue cracking performance of asphalt pavements. Recently, the simplified viscoelastic continuum damage (S-VECD) model was developed as an efficient method of characterising the fatigue performance of asphalt mixtures under a wide range of loading conditions. Two important material properties that can be determined from the S-VECD model are the damage characteristic curve that defines how damage evolves in a specimen and the energy-based failure criterion that defines when the specimen fails. These two material functions are unique for a given mixture regardless of temperature, mode of loading, stress/strain amplitude and loading history. This study presents the application of the Layered Viscoelastic Crirtical Distresses (LVECD) programme to predict the fatigue performance of 18 pavement sections from different locations in the United States and Canada. The capability of the LVECD programme to capture crack initiation, crack propagation and damage in the pavement sections is investigated by comparing the simulation results with field observations. This study found reasonable agreement in trends between the damage growth throughout the pavement cross sections as predicted by the LVECD programme and the surface crack growth as evidenced by field observations.

Keywords:

• Asphalt pavement
• S-VECD model
• fatigue failure criterion
• field observations
• LVECD programme

Acknowledgments

The authors would like to acknowledge the financial support from the FHWA DTFH61-08-H-00005 project, Hot Mix Asphalt Performance-Related Specification Based on Viscoelasticity Continuum Damage (VEPCD) Models.

Disclosure statement

No potential conflict of interest was reported by the authors.