Effect of Rubberized Bitumen Blending Methods on Permanent Deformation of SMA Rubberized Asphalt Mixtures

<div>(a) Slope of secondary stage for control and rubberized asphalt mixtures at different temperatures tested at 200 kPa. (b) Slope of secondary stage for control and rubberized asphalt mixtures at different temperatures tested at 400 kPa.</div>

Advances in Materials Science and Engineering

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Figure 8

Figure 8: Effect of Rubberized Bitumen Blending Methods on Permanent Deformation of SMA Rubberized Asphalt Mixtures 