Research Article
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).
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(b) |
(c) |
(d) |
(e) |
(f) |