Modeling of Surface Drainage during the Service Life of Asphalt Pavements Showing Long-Term Rutting: A Modular Hydromechanical Approach

Table 1

Simulation parameters for numerical examples of surface drainage (influencing quantities highlighted in bold).

Example	i (mm/min)	Duration (s)	MTD (mm)	c (%)	s (%)	n (years)
1	0.75	900	0.4	2.5, 5.0	1.0, 4.0	30
2	0.75, 2.0	900	0.4	2.5	1.0	30
3	0.75	10–900	0.4	2.5	2.0	30
4	0.75	900	0.4	2.5	2.0	1–30
5	0.75	900	0.4, 0.9	2.5, 5.0	1.0–4.0	30