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Pages 7-10

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From page 7...
... 5 1. BACKGROUND 1.1 Problem Statement It is now well accepted that top-down cracking (i.e., cracking that initiates at or near the surface of the pavement and propagates downward)
From page 8...
... 6 1) Finalizing the two primary model components (i.e., a viscoelastic continuum damage (VECD)
From page 9...
... 7 In this project, two models were identified and selected for further development (to form the basis of a comprehensive predictive system) because of their unique features and capabilities to address the dominant mechanisms associated with top-down cracking.
From page 10...
... 8 performance model predictions for both crack initiation and propagation. A limited calibration/validation using data from field sections in Florida and Minnesota was conducted to demonstrate how reasonably the performance model represents and accounts for the most significant factors that influence top-down cracking.

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