Answers are grounded in this paper and cite their sources.
In this research study, Rheofalt as warm additive was used to modify original binder (60–70 penetration grade). The binder fatigue and rutting performance was evaluated through Linear Amplitude Sweep (LAS) and multiple stress creep and recovery (MSCR) test, respectively. Results indicated that the binder modified with 2% rheofalt has the highest Jnr value which lead the pure binder more susceptible to rutting. The LAS test results demonstrated that the fatigue behavior of asphalt binders modified with 2% rheofalt is the highest one.
No takes yet. Share an insight, caveat, or question.
Ziari et al. (2015) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: