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Furthermore, polymer modified binders showed promising piezoresistive effect for medium to high temperature range.
The SFE results of unmodified and modified binders showed that SFE increased due to the addition of GTR in binder.
On the other hand, complex shear modulus, shear fatigue, and creep compliance of the modified binders showed significant improvements relative to the neat and control asphalts.
In the DSR test, the UTB modified binders showed slightly weaker high temperature stability than the TB and PMB modified binders, which was mainly due to the high moisture content in the UTB.
The results for the consistency test; the pull-off test for stainless steel substrate; and the values for AE showed that the addition of the HNT decreased the effect of aging, which means that modified binders showed decreased temperature susceptibility and this is reflected in improved aging resistance.
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Whereas in the MSCR test, the PMB modified binder showed slightly weaker high temperature stability than the UTB and TB modified binders, which was attributed to the low fraction of polymer (only 0.4% by weight) in the PMB modified binder.
The SBS modified binder shows a positive effect on improving the rutting resistance.
MSCR and HWTD results using the bio-additives with non-polymer modified binder show no improvements but when with a polymer modified (PM) binder, all additives show statistical improvements in resistance to rutting and stripping compared to a PM control.
Incorporation of OFACOOH in the modified asphalt binders showed improvement in binder properties as investigated through steady and dynamic shear rheology.
After RTFO, all ASA modified asphalt binders showed the lower high temperature stability compared with blank sample, however, the high temperature performance grade maintained 64 °C unchanged.
Modified asphalt binders showed lower velocity compared to un-modified ones.
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