Investigating the Fatigue Characteristics of Large Stone Asphalt Mixtures Based on the Disturbed State Concept

Table 4

The calculation parameters.

Test conditions		r	a	A	Z
Standard		0.4	1.93	0.159	−0.422
Group 1	1 Hz	0.053	0.82	0.154	−0.285
	5 Hz	0.25	1.8	0.125	−0.379
Group 2	0.1 mm	0.28	0.85	0.598	−0.173
	0.2 mm	0.17	1.17	0.204	−0.318
Group 3	3.6%	0.22	1.93	0.131	−0.321
	3.9%	0.25	1.34	0.194	−0.253
Group 4	Short aging	0.26	1.96	0.113	−0.375
	Long aging	0.24	1.18	0.151	−0.435

Note. The standards in Table 4 are as follows: the asphalt-aggregate ratio is 3.38%, the temperature is 25°C, the loading frequency is 10 Hz, the displacement amplitude is 0.3 mm, and nonaging.