A Mechanistic–Empirical Model for Top–Down Cracking of Asphalt Pavements Layers (2018) / Chapter Skim
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N-1 APPENDIX N LIST OF ALL VARIABLES The Appendix N lists all variables included in this report with the equation number where each of them is used.
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N-2 0a initial aging time or unaged time (4.7) A acceleration factor to account for the laboratory accelerated aging process (4.7)
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N-3 fsA fast-rate pre-exponential factors for the surface modulus (4.14) afsE fast-rate aging activation energies for the surface modulus (4.14)
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N-4 A fracture coefficient (4.22) K range of stress intensity factor (4.22)
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N-5 m relaxation modulus parameter (4.34)
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N-6 ijn annual number of axle loads at load level i of axle category j (4.48) ijN number of load at load level i of axle type j (4.48)
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N-7 iP input variable (4.57) J output of the J-integral (4.57)
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N-8 3c parameter describing the shape of the sigmoidal function (4.62) 4c parameter describing the shape of the sigmoidal function (4.62)
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N-9 i distress scale parameter (4.72) TRiN numbers of days for traffic load to reach the standard depth (4.72)
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