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New Damage Evolution Law for Epoxy Asphalt Concrete in Long-Span Steel Bridge Considering Wheel Load and Temperature Variation

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Figure

Figure 1. Relationship between damage variables and number of cycles.
Table 2. Pavement performance of asphalt concretes.
Figure 2. Rutting test results for asphalt concretes at 70 °C.
Figure 5. Schematic illustration of the fatigue test for asphalt concrete beam. (LVDT: linear variable differential transducer.)
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