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Durability Aspects of Concrete made with High Volume of Coarse Recycled Concrete Aggregate

机译:高容量粗再生混凝土集料制成的混凝土的耐久性方面

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Most applications of conventional concrete do not consider implementing the use of Recycled Concrete Aggregate (RCA) in production due to its physical properties and corresponding drawbacks. In cases where RCA is used, replacement levels of virgin aggregate with RCA typically do not exceed 15%, in order to minimize on the drawbacks. To take another approach, this paper presents results from a study aimed at maximizing the RCA replacement levels, while making only minor adjustments in mix design, to achieve both equivalent strength and durability performance of RCA concrete to their virgin aggregate counterparts. Concrete specimens were tested for compressive strength, drying shrinkage, and effects of released alkalis from RCA on triggering disruptive expansion, if used with sand that marginally meets the expansion limit. Through modifications in mix design, the drawbacks of RCA (reduced strength, increased drying shrinkage, and promoting ASR potential) were successfully mitigated at coarse RCA replacement levels up to 100%. Through the use of higher replacement levels of RCA in the production of concrete, the environmental impacts of virgin aggregate harvesting may be reduced, as well as providing a more economical means of disposing of waste concrete for ready mix producers.
机译:常规混凝土的大多数应用由于其物理性质和相应的缺点而没有考虑在生产中使用再生混凝土骨料(RCA)。在使用RCA的情况下,用RCA代替原始骨料的水平通常不超过15%,以最大程度地减少弊端。采取另一种方法,本文介绍了一项旨在最大程度地提高RCA替代水平的研究结果,同时仅对配合比设计进行了细微调整,以实现与原始骨料相当的RCA混凝土等效强度和耐久性能。如果与略微满足膨胀极限的砂一起使用,则应测试混凝土样品的抗压强度,干燥收缩率,以及从RCA释放的碱对触发破坏性膨胀的影响。通过修改混合料设计,成功地减轻了RCA的缺点(强度降低,干燥收缩增加和ASR潜力提高),而粗RCA替代水平最高可达到100%。通过在混凝土生产中使用更高的RCA替代水平,可以减少原始骨料收割对环境的影响,并为预拌混凝土生产商提供更经济的处置废弃混凝土的方法。

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