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Analysis of open graded pavement performance through microstructure and hydraulic simulation

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Figura

Table 2.1. Factor affects permeability of HMA
Table 2.4. Analytical model
Figure 2.18 – CT image of an asphalt mixture; CAD image of a polygon model; Digital  model after self-adapting meshing (Masad et al
Figure 2.22 – Example to illustrate the AC model particle generation (a) mastic particles  in blue, (b) aggregate particles in red, and (c) AC PFC2D mixture model
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