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

Table 6

Parameters obtained by fitting the dynamic stability, deformation strength, and stiffness modulus of the two asphalt mixtures.

Model and parameters
	Dynamic stability (Z) and stiffness modulus (Y)	AC-13C	48.959	−1838.896	0.9824
AC-20C		84.392	−5194.909	0.9686
Deformation strength (Z) and stiffness modulus (Y)	AC-13C	0.0753	−2.5306	0.8863
	AC-20C	0.0650	−1.9113	0.9457