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. 2024 Jan 3;9(2):2803–2814. doi: 10.1021/acsomega.3c08094

Table 5. Characteristic Parameters of the TG Analysis of Asphalt Binders.

  stage I
stage II
 
samples temperature (°C) peak temperature (°C) mass loss (%) temperature (°C) peak temperature (°C) mass loss (%) residue ratio (%)
BA 265–668 468 80.9       17.1
25A 244–341 319 12.0 341–704 464 56.7 29.3
20A5P 257–350 327 12.2 350–702 465 56.5 29.3
20A5S 241–339 319 10.7 339–719 456 55.6 31.7
20A5Z 247–334 317 10.0 334–709 462 58.3 29.7
20A5L 241–336 319 10.3 336–674 464 59.4 28.3