Mathematical Problems in Engineering / 2019 / Article / Tab 3

Research Article

Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence

Table 3

Creep parameters of the asphalt mixture.

Asphaltic layersTemperature(°C)AnmR2

SMA-13206.536E-110.937-0.5920.9326
303.325E-90.862-0.5870.9459
401.446E-80.792-0.5770.9420
501.39E-60.414-0.5250.9244
601.464E-50.336-0.5020.9049
Sup20204.58E-110.944-0.5960.9264
302.461E-90.796-0.5850.9227
403.673E-80.773-0.5700.9364
504.802E-60.595-0.5320.8494
607.778E-50.384-0.4410.9138
Sup25204.59E-110.922-0.5810.9377
303.461E-90.859-0.5760.9208
401.956E-80.830-0.5620.9063
501.200E-60.322-0.5220.8015
603.755E-50.210-0.4180.8994

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