Table 6.
Modeling Step | Modeling Procedure |
---|---|
Step One: built the numerical sample without aggregate, mastic and void | (a) Set test sample size (b) Create uniformly sized balls |
Step Two: built the numerical sample without void | (a) Set gradation and asphalt mastic content (b) Randomly create polygon characteristics for coarse aggregates (c) Create ball clusters in the numerical sample prepared in step one according to (b) |
Step Three: finalize the numerical sample | (a) Set porosity (b) Randomly create void distribution and size (c) Delete balls in the numerical sample prepared in step two according to (b) |
Step Four: Give the contact models to the corresponding contacts in the numerical sample prepared in Step Three |