Experimental Study on the High-Temperature Shear Performance of Asphalt Mixtures

Table 5

Parameters obtained by fitting the deformation strength with the compressive strength, compressive resilient modulus, and dynamic stability.

Model and parameters
	Deformation strength (Z) and compressive strength (Y)	AC-13C	0.0850	0.2354	0.9292
AC-20C		0.0426	0.3529	0.9528
Deformation strength (Z) and compressive resilience modulus (Y)	AC-13C	45.2581	−50.3416	0.9999
	AC-20C	30.0516	20.3958	0.9969
Deformation strength (Z) and dynamic stability (Y)	AC-13C	1045.9359	−1929.4719	0.9756
	AC-20C	703.9401	−43.8097	0.9521