Self-Compacting Concrete Properties of Recycled Coarse Aggregate

R. Premkumar
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Abstract

Abstract. Self-compacting concrete, which is characterized by its capacity to flow, can also consolidate under its weight. Hardened concrete from concrete building demolition can be used to partially replace natural coarse aggregate in self-compacting concrete. The current study compares the properties of self-compacting concrete with 0 percent, 25%, 50%, 75%, and 100% substitution of recycled coarse aggregate in the fresh and hardened states. The evolution of passing ability properties using the L-box test, filling ability properties using the slump cone test, and segregation properties using the V-funnel test are also included. Compression, tension, and flexural strength are all checked for hardened properties. Rapid chloride permeability and sorptivity tests are used to assess durability. The experimental program revealed that at RCA utilization levels of 25% to 50%, little to no negative impact on power, workability, or durability properties was observed.
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再生粗骨料自密实混凝土性能研究
摘要自密实混凝土的特点是其流动能力,也可以在其重量下固结。混凝土建筑拆除中的硬化混凝土可部分替代自密实混凝土中的天然粗骨料。目前的研究比较了0%、25%、50%、75%和100%再生粗骨料替代自密实混凝土在新鲜和硬化状态下的性能。通过L-box试验,通过坍落锥试验,通过v -漏斗试验,分析了其通过能力、填充能力和偏析性能的演变。压缩、拉伸和弯曲强度都经过硬化性能检查。快速氯化物渗透性和吸附性试验用于评估耐久性。实验程序显示,在RCA利用率为25%至50%的情况下,对功率、可加工性或耐用性几乎没有负面影响。
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