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Abstract To promote the reutilization of recycled cement-stabilized gravel (RCSG) in road base courses, the influence of abrasion parameters on the abrasion effect of virgin aggregate was analyzed. A treatment scheme for RCSG was then proposed. The changes in morphology, gradation, agglomeration rate, and abrasion value of RCSG before and after abrasion treatment were evaluated.
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
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