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Assessment of binary and ternary blends of metakaolin and Class C fly ash for alkali-silica reaction mitigation in concrete

机译:偏高岭土和C类粉煤灰的二元和三元掺合料用于减轻混凝土中碱硅反应的评估

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摘要

The potential for binary and ternary blends of metakaolin, with two differing particle size distributions, and Class C fly ash to mitigate alkali-silica reactions (ASR) with a highly reactive fine aggregate were evaluated using accelerated mortar bar test (AMBT) and concrete prism test (CPT) methods. Binary blends of metakaolin or Class C fly ash reduced expansion by 55–90% and 25–37% compared to the control,respectively. When incorporating metakaolin with a lower mean particle size, binary blends showed a greater reduction in expansion compared with Class C fly ash. Ternary blends of metakaolin and Class C fly ash resulted in a marginally higher expansion than binary blends incorporating the same amount of metakaolin. Correlation between AMBT and CPT results was good at high levels of expansion but poor for those compositions producing expansions near the acceptable limits corresponding to increased addition rates of metakaolin and/or Class C fly ash.
机译:使用加速砂浆棒试验(AMBT)和混凝土棱镜评估了具有两种不同粒度分布的偏高岭土的二元和三元混合物和缓解C-粉煤灰以减轻碱-二氧化硅反应(ASR)和高反应性细骨料的潜力。测试(CPT)方法。与对照组相比,偏高岭土或C类粉煤灰的二元共混物分别减少了55-90%和25-37%的膨胀。当掺入具有较低平均粒度的偏高岭土时,与C类粉煤灰相比,二元共混物的膨胀性降低更大。偏高岭土和C类粉煤灰的三元共混物产生的膨胀比掺入相同量偏高岭土的二元共混物略高。 AMBT和CPT结果之间的相关性在高膨胀水平下是好的,但对于那些产生膨胀的组合物则较差,这些膨胀接近可接受的极限,这对应于偏高岭土和/或C类粉煤灰的添加率增加。

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