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Expansion of Concrete Containing Recycled Concrete Aggregate Suffering Different Levels of Alkali-Silica Reaction

机译:碱-二氧化硅反应水平不同的再生混凝土骨料的膨胀

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摘要

Through the completion of this research, there were three main conclusions to be made: 1. Concrete containing alkali-reactive RCA produces higher expansion than concrete containing the original moderately reactive virgin gravel aggregate. Through an earlier study, this was also found to be true for old concrete containing moderately reactive aggregate or high reactive aggregate. 2. The level of deterioration that has previously affected the structure containing gravel reactive aggregate does not have a significant effect on its reactivity as an RCA. This suggests that the reaction occurs at the newly crushed faces of the aggregate. 3. Silane-based sealers were found effective in reducing expansion in existing concrete suffering ASR.
机译:通过完成这项研究,可以得出三个主要结论:1.含碱反应性RCA的混凝土比含原始中度反应性的原始砾石骨料的混凝土具有更高的膨胀性。通过较早的研究,对于含有中等反应性骨料或高反应性骨料的旧混凝土也是如此。 2.以前影响含有砾石反应性骨料的结构的劣化程度对其RCA的反应性没有重大影响。这表明反应发生在骨料的新压碎的面上。 3.发现硅烷基密封剂可有效减少遭受ASR影响的现有混凝土的膨胀。

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