Viscoelastic Equivalent Creep Behavior and Its Influencing Factors of Basalt Fiber-Reinforced Asphalt Mixture under Indirect Tensile Condition

Table 4

Constitutive parameters of mortar polymer.

Material types	Constitutive parameters
	E1	E2	η1	η2			τ1	τ2
Control	16.6	4.82	157 × 10^2	237 × 10^1	0.81	0.19	102	461 × 10^1
BF	26.1	12.3	469 × 10^2	578 × 10^1	0.71	0.29	143	596 × 10^1