Asphalt-rubber interaction and performance evaluation of rubberised asphalt binders containing non-foaming warm-mix additives

Asphalt-rubber interaction and performance evaluation of rubberised asphalt binders containing non-foaming warm-mix additives

Wang, H. (TU Delft Pavement Engineering)
Liu, X. (TU Delft Pavement Engineering)
Zhang, H. (TU Delft Pavement Engineering)
Apostolidis, P. (TU Delft Pavement Engineering)
Scarpas, Athanasios (TU Delft Pavement Engineering; Petroleum Institute)
Erkens, S. (TU Delft Pavement Engineering)

2018

Warm mix asphalt (WMA) technology has been increasingly utilised in rubberised asphalt pavements to reduce the production and compaction temperatures and the incidental fumes and odours. This study aims to investigate the high, intermediate and low-temperature performance of crumb rubber modified asphalt binders containing WMA additives. The asphalt-rubber interactions under various mixing combinations of temperature and time were investigated through both microscopic and mechanical methods to obtain the optimum mixing procedure. The effects of WMA additives (wax-based and chemical-based products) on the binder performance were investigated by multiple stress creep and recovery (MSCR) test, linear amplitude sweep (LAS) test and low-temperature frequency sweep test. Results show that rubberised asphalt binders significantly improve the binder performance of base asphalt at different temperature ranges. The effects of WMA additives on binder performance varied with base asphalt and rubberised asphalt binder. In addition, the nonrecoverable compliance difference was found not suitable to characterise the stress sensitivity of rubberised binders and the difference in the nonrecoverable compliance for an incremental change in applied stress was proved to be a more accurate alternative. For the cyclic LAS test, the failure energy was found to have a strong correlation with the predicted fatigue life using simplified viscoelastic continuum damage analysis and therefore can be considered as a simple indicator for binder fatigue performance ranking. Relaxation modulus and rate derived from low-temperature frequency sweep tests produced comparable results for ranking the low-temperature performance of different binders. It is feasible and promising to use a unified DSR test methodology to characterise the binder performance covering the whole service temperature range.

crumb rubber modifier
frequency sweep
LAS
MSCR
warm mix asphalt

http://resolver.tudelft.nl/uuid:bb492bb2-3700-4224-8ee3-3b70ce87be91

https://doi.org/10.1080/14680629.2018.1561380

2020-01-01

1468-0629

Road Materials and Pavement Design, 21 (2020) (6)

Institutional Repository

journal article

© 2018 H. Wang, X. Liu, H. Zhang, P. Apostolidis, Athanasios Scarpas, S. Erkens