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SBS polymer modified binder and limestone materials were employed to make PA samples.
However, the rutting resistance of HMAB modified by rock asphalt and polyolefin is better than that of SBS modified binder and neat binder.
This paper investigated rheological properties and performance of HMAB as compared to Styrene-Butadiene-Styrene (SBS) modified binder and neat binder using comprehensive laboratory performance tests.
For comparison purposes, SMA mixtures containing styrene butadiene styrene (SBS) modified binder and virgin asphalt of PG 67-22 were also evaluated and compared to rubberized SMA.
The physical and mechanical properties of polymer modified binder and binder aggregate mixes were evaluated through their fundamental engineering properties such as dynamic shear rheometer (DSR), rotational viscosimeter (RV) for binders, Marshall stability, stiffness modulus, indirect tensile strength and moisture susceptibility for mixes.
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A laboratory study included characterization of physical, mechanical, and rheological properties and behaviors of the modified binders and the asphalt mixtures were performed.
The results indicate that application of SBS modified binders and lime as mineral filler one by one improves the stability, stiffness and strength characteristic of hot mix asphalt.
Rheological testing demonstrated the improved high-temperature performance of modified binders and indicated the susceptibility of vulcanizated binder to dynamic shear.
Ten different combinations of mixes with two virgin binders, four lime modified binders and four mixes with lime added as filler were considered in the investigation.
In general, there was no significant difference in the performance of the considered cryogenic and ambient GTR modified binders and mixes.
A dynamic shear rheometer (DSR) is used to measure viscoelastic properties of wax modified binders, and the influence of specimen preparation is evaluated.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com