Development, Calibration, and Verification of a New Mechanistic-Empirical Reflective Cracking Model for HMA Overlay Thickness Design and Analysis
Publication: Journal of Transportation Engineering
Volume 136, Issue 4
Abstract
The purpose of this paper is to present a new mechanistic-empirical (ME) reflective cracking model developed for hot-mix asphalt (HMA) overlay thickness design and analysis. After reviewing existing models, the reflective cracking model based on Paris’ law of fracture mechanics was considered as the state of the practice and was selected as the basis for the ME model development in this study. The model consists of stress intensity factor and fracture properties ( and ) as the fundamental input parameters for modeling reflective crack propagation caused by both traffic loadings (bending and shearing) and thermal effects (temperature variations). For practical application, 32 SIF regression equations were developed for HMA overlays with three levels of load transfer efficiencies (10, 50, and 90%) at joints/cracks under various traffic loading spectrums (bending and shearing) based on more than 1.6 million finite element simulations and computations. For the thermal induced reflective cracking, a “hybrid” approach, similar to the Strategic Highway Research Program low temperature cracking model, was proposed. In this hybrid approach, the viscoelastic properties of the HMA mixes were considered through the thermal stress at the “far field” , which then ties with the stress intensity factor determined through regression equations. Also, the required fracture properties ( and ) can easily be determined in the laboratory using the overlay tester that has unique features with respect to specimen size, specimen preparation, and relatively short testing time (about 15 min). Additionally, the proposed reflective cracking model was preliminarily calibrated using three HMA overlay field-case studies, and then verified using California’s heavy vehicle simulator test results. Currently, more calibration is underway, but more field performance data are definitely needed for further model calibration and verification.
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Acknowledgments
Special thanks go out to Professor Bill Buttlar, University of Illinois at Urbana-Champaign, for providing the valuable field performance data of the HMA overlay test sections at RNAC and the detailed technical reports to the writers. The writers also appreciated Dr. David Jones, University of California, Davis, for providing the field cores from the HVS HMA overlay test sections. The contents and opinions of this paper reflect the views of the writers, who are solely responsible for the facts and the accuracy of the data presented herein. The contents of this paper do not necessarily reflect the official views or the policies of any agencies.
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Information & Authors
Information
Published In
Journal of Transportation Engineering
Volume 136 • Issue 4 • April 2010
Pages: 353 - 369
Copyright
© 2010 ASCE.
History
Received: Jan 23, 2009
Accepted: Aug 3, 2009
Published online: Jan 18, 2010
Published in print: Apr 2010
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