Effectiveness of Micro- and Nanomaterials in Asphalt Mixtures through Dynamic Modulus and Rutting Tests

Figure 4

Dynamic modulus results of micro-, nanomodified and control asphalt mixtures. (a) Dynamic modulus results and master curves (MC) of carbon microfiber modified and control asphalt mixtures (reference temperature: −10°C). (b) Dynamic modulus results and master curves (MC) of Nanomer modified and control asphalt mixtures (reference temperature: −10°C). (c) Dynamic modulus results and master curves (MC) of nanosilica modified and control asphalt mixtures [20] (reference temperature: −10°C). (d) Dynamic modulus master curves (MC) of NMN modified and control asphalt mixtures (reference temperature: −10°C). (e) Dynamic modulus master curves (MC) of PMN modified and control asphalt mixtures (reference temperature: −10°C).

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