A Mechanistic–Empirical Model for Top–Down Cracking of Asphalt Pavements Layers (2018) / Chapter Skim
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M-1 APPENDIX M THE LIST OF NEW INPUT PARAMETERS FOR THE TOP-DOWN CRACKING DESIGNING PROGRAM The top-down cracking designing program has new input parameters in the module of traffic, climate, and material properties, which are listed in the table below.
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M-2 Dynamic modulus master curves with timetemperature shift factors (Eq.
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M-3 Relaxation modulus model (4.51) E1, m 2 Determined by the dynamic modulus master curve from LTPP Air void distribution (Eq.
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