Research Article
Responses of Semi-Rigid Base Asphalt Pavement with Interlayer Contact Bonding Model
Table 3
Responses at the higher temperature.
| | Interlayer condition | (mm) | (10−6) | (10−6) | (10−6) | (10−6) | (10−6) |
| | Full-bond condition ① | −0.501 | 39.841 | 58.418 | 73.189 | 78.401 | −155.800 | | ICB condition ② | −0.514 | 84.577 | 107.260 | 76.952 | 82.064 | −180.183 | | Rate ③ | 2.7% | 112.3% | 83.6% | 5.1% | 4.7% | 15.7% |
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Note: ③ = abs((② − ①)/①) 100%. |
