Deformation Properties and Fatigue of Bituminous Mixtures

Table 4

Fatigue of mix designs A1 and A2.

Mix.	Temp.; (°C)	Freq.; (Hz)	𝜀6·10^6 (microstrain)	𝑁𝑖 (cycles)	𝑏(—)	𝑟^2(—)	𝑠𝑁	Δ𝜀6	Category
A1	+10	25	87,44	10908–2156738	−0,2060	0,9554	0,1437	4,61𝐸−10	𝜀6-80
A2	+10	25	193,10	40500–2382028	−0,1310	0,5726	0,4481	4,41𝐸−09	𝜀6-190
A3rec	+ 10	25	166,38	300–2369414	−0,0397	0,8039	0,6119	1,24𝐸−09	𝜀6-60