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

Figure 4

(a) Cumulative permanent strain versus load cycle for control and rubberized asphalt mixtures tested at 200 kPa at 40°C. (b) Cumulative permanent strain versus load cycle for control and rubberized asphalt mixtures tested at 200 kPa at 50°C. (c) Cumulative permanent strain versus load cycle for control and rubberized asphalt mixtures tested at 200 kPa at 60°C. (d) Cumulative permanent strain versus load cycle for control and rubberized asphalt mixtures tested at 400 kPa at 40°C. (e) Cumulative permanent strain versus load cycle for control and rubberized asphalt mixtures tested at 400 kPa at 50°C. (f) Cumulative permanent strain versus load cycle for control and rubberized asphalt mixtures tested at 400 kPa at 60°C.

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