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

Table 1

Gradation of AC13 asphalt mixture.

Sieve size (mm)	Pass weight percentage
	16	13.2	9.5	4.75	2.36	1.18	0.6	0.3	0.15	0.075
Lower limit	100	90	68	38	24	15	10	7	5	4
Testing value	100	98.2	78.1	46.8	35.2	26.2	18.4	12.9	10.2	7.9
Upper limit	100	100	85	68	50	38	28	20	15	8