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A platform for research: civil engineering, architecture and urbanism
Application of bitumen rheological parameters to predict thermal cracking behavior of polymer modified asphalt mixture
https://orcid.org/0000-0002-5221-4583
Highlights The mixture fracture temperature does not match the bitumen cracking temperature. It appears that the bitumen PG specification is conservative with respect to single-event thermal cracking. The broad range in mixture fracture temperatures indicates that not all of the PG xx-22 bitumens may perform the same. The modifying effect of EVA is related to not only the dosage but also the low test temperature. Ranking of mixtures based on fracture stress does not correlate well with the ranking based on fracture temperature.
Abstract Effects of bitumen rheology on low temperature properties of polymer modified asphalt mixtures were studied. The rheology of the bitumens were characterized using SHRP bending beam rheometer (BBR), and the low temperature properties of the mixtures were evaluated by indirect tensile strength test and creep compliance test at different polymer contents. The results indicate that, in most cases, polymer modification do not show significant low temperature performance grade improvements as compared to the corresponding base bitumen. The mixture fracture temperature does not match as well bitumen cracking temperature. Based on the results obtained, it was concluded that not all of the bitumens with same low temperature performance grade may perform the same. The results indicate that it would be very difficult to establish general relationships between properties of polymer modified bitumen and the performance of pavement at low temperatures leading to the conclusion that the most sensible would be to evaluate the performance on the polymer modified asphalt mixture.
Application of bitumen rheological parameters to predict thermal cracking behavior of polymer modified asphalt mixture
https://orcid.org/0000-0002-5221-4583
Highlights The mixture fracture temperature does not match the bitumen cracking temperature. It appears that the bitumen PG specification is conservative with respect to single-event thermal cracking. The broad range in mixture fracture temperatures indicates that not all of the PG xx-22 bitumens may perform the same. The modifying effect of EVA is related to not only the dosage but also the low test temperature. Ranking of mixtures based on fracture stress does not correlate well with the ranking based on fracture temperature.
Abstract Effects of bitumen rheology on low temperature properties of polymer modified asphalt mixtures were studied. The rheology of the bitumens were characterized using SHRP bending beam rheometer (BBR), and the low temperature properties of the mixtures were evaluated by indirect tensile strength test and creep compliance test at different polymer contents. The results indicate that, in most cases, polymer modification do not show significant low temperature performance grade improvements as compared to the corresponding base bitumen. The mixture fracture temperature does not match as well bitumen cracking temperature. Based on the results obtained, it was concluded that not all of the bitumens with same low temperature performance grade may perform the same. The results indicate that it would be very difficult to establish general relationships between properties of polymer modified bitumen and the performance of pavement at low temperatures leading to the conclusion that the most sensible would be to evaluate the performance on the polymer modified asphalt mixture.
Application of bitumen rheological parameters to predict thermal cracking behavior of polymer modified asphalt mixture
https://orcid.org/0000-0002-5221-4583
Highlights The mixture fracture temperature does not match the bitumen cracking temperature. It appears that the bitumen PG specification is conservative with respect to single-event thermal cracking. The broad range in mixture fracture temperatures indicates that not all of the PG xx-22 bitumens may perform the same. The modifying effect of EVA is related to not only the dosage but also the low test temperature. Ranking of mixtures based on fracture stress does not correlate well with the ranking based on fracture temperature.
Abstract Effects of bitumen rheology on low temperature properties of polymer modified asphalt mixtures were studied. The rheology of the bitumens were characterized using SHRP bending beam rheometer (BBR), and the low temperature properties of the mixtures were evaluated by indirect tensile strength test and creep compliance test at different polymer contents. The results indicate that, in most cases, polymer modification do not show significant low temperature performance grade improvements as compared to the corresponding base bitumen. The mixture fracture temperature does not match as well bitumen cracking temperature. Based on the results obtained, it was concluded that not all of the bitumens with same low temperature performance grade may perform the same. The results indicate that it would be very difficult to establish general relationships between properties of polymer modified bitumen and the performance of pavement at low temperatures leading to the conclusion that the most sensible would be to evaluate the performance on the polymer modified asphalt mixture.
Application of bitumen rheological parameters to predict thermal cracking behavior of polymer modified asphalt mixture
Sheikhmotevali, Amir Hossein (author) / Ameri, Mahmoud (author)
Construction and Building Materials ; 66 ; 259-267
2014-05-19
9 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2014
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Characterisation of complex polymer modified bitumen with rheological parameters
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