Assessment Model and Virtual Simulation for Fatigue Damage Evolution of Asphalt Mortar and Mixture

Figure 11

Damage evolution of asphalt mortar with load cycles. (a) Load cycles = 200, = 2.041e − 4; (b) load cycles = 2000, = 5.492e − 3; (c) load cycles = 20000, = 5.278e − 2; (c) load cycles = 40000, = 8.840e − 2; (e) load cycles = 60000, = 1.137e − 1; (f) load cycles = 77600, = 1.422e − 1.

(a)

(b)

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(e)

(f)