A Study on the Low-Intensity Cracking Resistance of Drainage Asphalt Mixtures by Graphene/Rubber Powder Compound Modified Asphalt.

It can be observed through Figure 8 a that the maximum stress of drainage asphalt mixtures prepared by rubber powder-modified asphalt at low temperatures shows a decreasing and then an increasing trend as the temperature rises, and the compressive strength is the largest at −15 °C, with an average compressive up to 3.44 kN, the smallest compression strength at −10 °C, and the minimum stress of 2.36 kN.

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