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Three different types of modified binders were prepared using melt blending, NC-, EVand and polymer-modified nanoclay at concentrations of 1, 3, 5, and 7 wt%.
These modified binders were used to prepare asphalt mixtures.
Eight modified binders were characterized using a suite of mechanical tests for the rutting, fatigue, yield, and recovery properties.
The modified binders were studied in terms of filler dispersion, storage stability, mechanical performance and water susceptibility.
The viscoelastic properties of wax modified binders were found to be highly sensitive to the loading method and thermal history of the test specimens.
The rutting characteristics of unmodified and lime modified binders were evaluated in terms of superpave binder rutting parameter (G∗/sinδ) and non-recoverable creep compliance (Jnr).
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The results of laboratory testing indicated that the morphology of SBS modified binders was influenced by storage temperature and polymer content.
When cross-linking agent was not used, only high dosage SBS modified binders are considered to be modified with an acceptable elastomeric polymer in this study.
In order to further characterize the role of additives in these changes, a set of nanosilica and diatomite modified binders was analyzed to evaluate the performance under unaged and oxidized conditions.
"The problem with harder grade bitumen is in winter, it can become brittle and crack, which is why polymer modified binders are the preferred option," he says.
Adhesion failures of WMA prepared with polymer modified binder were lower than mixtures prepared with unmodified binder.
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