Research Article
Feasibility Evaluation of a Long-Life Asphalt Pavement for Steel Bridge Deck
Table 3
The linear contraction coefficient of EAC.
| | Material type | Coefficient of linear contraction (°C−1) | Average | | 5∼0°C | 0∼−5°C | −5∼−10°C | −10∼−15°C |
| | EAC | 2.52 × 10−5 | 1.69 × 10−5 | 1.46 × 10−5 | 1.27 × 10−5 | 1.74 × 10−5 | | SMA | 3.45 × 10−5 | 3.48 × 10−5 | 2.27 × 10−5 | 2.16 × 10−5 | 2.84 × 10−5 | | Steel | — | — | — | — | 1.2 × 10−5 |
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