Research Article
Multiple Reflective Cracks in Semirigid Base Asphalt Pavement under Traffic Load Using XFEM
| Layer | Material | Young’s modulus (MPa) | Poisson’s ratio | Thickness (cm) |
| Asphalt concrete upper layer | SBS-AC13 | - | 0.35 | 4 | Asphalt concrete middle layer | SBS-AC20 | - | 0.35 | 6 | Asphalt concrete bottom layer | A70-AC25 | - | 0.35 | 8 | Semirigid base | Cement-stabilized macadam | 1500 | 0.25 | 30 | Subbase | Cement-stabilized gravel | 1300 | 0.3 | 30 | Subgrade | Compacted soil | 250 | 0.35 | - |
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