Modeling of the Complex Modulus of Asphalt Mastic with Biochar Filler Based on the Homogenization and Random Aggregate Distribution Methods

Table 4

Prony series model parameters of asphalt binder at 25°C.

Series no.	Pen60/70
	G0 = 206.241 MPa
	τi (s)	αi (—)
1	4.955E – 06	5.347E – 01
2	1.851E – 05	2.601E – 02
3	6.916E – 05	2.420E – 01
4	2.584E – 04	8.287E – 02
5	9.652E – 04	7.005E – 02
6	3.606E – 03	2.733E – 02
7	1.347E – 02	1.190E – 02
8	5.033E – 02	3.671E – 03
9	1.880E – 01	1.113E – 03
10	7.024E – 01	2.705E – 04
11	2.624E + 00	6.830E – 05
12	9.804E + 00	1.300E – 05
13	3.663E + 01	3.720E – 06
14	1.368E + 02	3.383E – 07
15	5.112E + 02	2.492E – 07