Research Article

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

Figure 8

Example 1: effects of cross slope and longitudinal slope on the drainage of a pavement surface with ruts (rut depth and geometry after 30 years). (a) c = 2.5%, s = 1.0%. (b) c = 2.5%, s = 4.0%. (c) c = 5.0%, s = 1.0%. (d) c = 5.0%, s = 4.0%.
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(b)
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