Research Article
Effects of Paving Technology, Pavement Materials, and Structures on the Fatigue Property of Double-Layer Pavements
Table 9
Fatigue life of specimens with different paving technologies, mixture types, and pavement structural thicknesses.
| Pavement structures | Paving technologies | P (%) in the list correspond to N | Surface layer | Bottom layer | 5 | 50 |
| 4-cm AC-13 | 6-cm AC-20 | Traditional paving | 855 | 1171 | Double-layer paving | 1320 | 2000 |
| 4-cm AC-16 | 6-cm AC-25 | Traditional paving | 433 | 594 | Double-layer paving | 943 | 1201 |
| 3-cm AC-13 | 7-cm AC-20 | Traditional paving | 1006 | 1260 | Double-layer paving | 1955 | 2503 |
| 3-cm AC-16 | 7-cm AC-20 | Traditional paving | 732 | 905 | Double-layer paving | 1425 | 1862 |
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