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The results indicated that two of alternative polymers modified binders had noticeably lower viscosity values compared to SBS modified binders.
Furthermore, mixtures prepared with GTR modified binders had better tensile properties as well as resistance to low-temperature cracking and rutting than those prepared using the polymer modified PG 70-22M but similar to those with PG 76-22M polymodifiedfied binder.
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In this study, the rheological properties of modified binders have been investigated.
The benefits of applying the crumb rubber modified binders have been widely recognized.
The modified binders have better rheological properties than the base material and show different rutting and fatigue behaviors, even though their high PG grades are the same.
The suitability of different binder rutting parameters for explaining the rutting resistance of unmodified binders as well as modified binders has been a topic of research for several years.
As expected, the mixture with SBS polymer modified binder retained more ductility at low temperatures, while the mixture with crumb rubber modified binder had the highest stiffness modulus.
The ground tire rubber (GTR) modified binder has been affirmed to improve resistance to rutting, moisture susceptibility, low temperature cracking and durability of asphalt pavement.
Furthermore, the FTIR test results showed that the ARA has no significant effects on aging resistance, while the modified binders with PE have better resistance to aging.
In addition, the modified binders with burned RAPs had lower performance minimum temperature than those with unburned RAPs.
This finding is thought to be related to the required time for the rubber to be fully digested; (2) after subjecting to the long-term oven aging, the asphalt mixtures with the control and CRM modified binders were found to have statistically insignificant differences in aging level, measured using the LMS values.
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