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Effect of curing on the physical and mechanical properties of cold-recycled bituminous mixtures
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The Michaelis-Menten model effectively describes the curing phenomenon of cold-recycled mixes

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Increasing cement dosage from 1% to 2.5% results in a long-term increase of strength/stiffness up to 1.5/2 times

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Increasing curing temperature from 25 °C to 40 °C results in an increase of the initial curing rate up to 2.5/3 times

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Strength/stiffness evolution was related to emulsion/cement curing, respectively

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