Fresh-state and mechanical characterestic of self-compacting concrete with RAP

Five SCC mixtures incorporating 0%, 20%, 40%, 60%, and 100% volumetric substitutions of natural aggregates by RAP were tested. Data for several characterization test results in the fresh and hardened states were presented.本研究针对5组自密实混凝土（Self-Consolidating Concrete，SCC）配合比开展试验，各组分别采用再生沥青路面集料（Reclaimed Asphalt Pavement，RAP）以0%、20%、40%、60%及100%的体积替代率取代天然集料。研究同时呈现了该系列配合比在新拌及硬化状态下的多项性能表征试验数据。