A Mechanistic–Empirical Model for Top–Down Cracking of Asphalt Pavements Layers (2018) / Chapter Skim
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G-1 APPENDIX G CATALOG OF AGING PROPERTIES OF ASPHALT MIXTURES The kinetics-based aging prediction models for modulus gradient of asphalt mixtures proposed in this project are as follows: Base-line modulus aging submodel: *
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From page 167... ...
G-2 The aging activation energy and pre-exponential factor are called aging properties herein. They may be input in any of the three Pavement ME Design levels: Level 1: the inputs for this level will be the measured values from the direct tension test on asphalt field cores.
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From page 168... ...
G-3 Table G-2. Default Values of Aging Properties of Field Asphalt Pavements Climate Zone af E (kJ/mol)
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