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Long-term effects of different cementing blends on alkali-carbonate reaction

机译:不同胶结剂对碱碳酸盐反应的长期影响

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The long-term effect of supplementary cementitious materials (SCMs) on alkali-carbonate reaction was evaluated using the concrete prism test for up to 10 years. None of the SCMs showed complete mitigation effects, although some types were more effective than others in reducing the expansion. Blending 10% reactive with 90% nonreactive aggregates was effective in meeting the 0.040% expansion limit at 1 year; however, the expansion was 0.074% after 10 years at room temperature. The chemical method for evaluating aggregate was found to give false negative or underestimate the potential expansion of blends of reactive and nonreactive aggregates. The use of SCMs with blends of aggregates that marginally meet the 1-year expansion limit provides some benefits in reducing the expansion at later ages. The concrete microbar test provides good correlations with the concrete prism test containing 100% reactive aggregates with and without SCM, but underestimates the expansion of blends of aggregates.
机译:使用混凝土棱镜试验评估了长达10年的补充胶凝材料(SCM)对碱金属碳酸盐反应的长期影响。尽管某些类型的SCM在减少扩展方面比其他类型更有效,但它们都没有显示出完全的缓解效果。将10%的反应性骨料与90%的非反应性骨料混合可以有效地满足1年时0.040%的膨胀极限;但是,室温下放置10年后,膨胀率为0.074%。发现用于评估骨料的化学方法产生假阴性或低估了反应性和非反应性骨料混合物的潜在膨胀。将SCM与集料掺混物一起使用,这些掺混物仅达到1年的膨胀极限,在降低以后的膨胀方面提供了一些好处。混凝土微棒试验与含有100%反应性骨料的混凝土棱镜试验(有或没有SCM)提供了良好的相关性,但低估了骨料混合物的膨胀。

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