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

Figure 10

Example 3: evolution of water depths in (and outside of) the ruts after the beginning of a heavy rainfall (rut depth and geometry after 30 years). (a) t = 10 s. (b) t = 30 s. (c) t = 45 s. (d) t = 60 s. (e) t = 80 s. (f) t = 900 s (15 min).

(a)

(b)

(c)

(d)

(e)

(f)