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The results indicate that the performance of porous asphalt with red mud filler at 0.9 FB ratio exhibited enhanced performance for raveling and rutting resistance.
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Firstly, this study prepares six types of asphalt mortar including two types of fillers (limestone powder and red mud) and three filler bitumen ratios (0.3, 0.6, 0.9).
Using this red mud as the filler, hybrid glass epoxy composites are prepared and experiments are conducted to study the erosion wear behaviour of these composites and the results are compared with the predicted values.
Instead of landfills, the utilization of the red mud waste as a substitution of mineral filler in asphalt pavement mixtures has been investigated in this study.
Consequently, the red mud waste can be concerned as a secondary resource to replace the natural mineral filler for asphalt pavements.
"Mud here!
The rest is filler.
A stocking filler.
No unnecessary filler here.
All killer, no filler.
A perfect stocking filler.
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