Research Article
Investigating the Effect of Calcium Lignosulfonate on the Durability and Performance of Asphalt Mixtures
Table 11
Creep curve models derived from Zhou's transition points.
| | Sample code | First transition point | Second transition point | | First stage model | End of the first stage | Second stage model | End of the second stage |
| | CLS-0% | | 107 | 32142.0423 + 121.9299(N-107) | 558 | | CLS-5% | | 135 | 19536.2273 + 103.2894(N-135) | 621 | | CLS-10% | | 146 | 23546.6286 + 78.4503(N-146) | 803 | | CLS-15% | | 160 | 20655.0756 + 36.3122(N-160) | 1013 | | CLS-20% | | 151 | 24442.7261 + 56.5546(N-151) | 828 |
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