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Impacting factors and properties of limestone calcined clay cements (LC~3)

机译:石灰石煅烧粘土水泥的影响因素及性质(LC〜3)

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This paper details the main factors influencing the performance of limestone calcined clay cements (LC3). The kaolinite content plays a major role in the rheological properties as well as strength development. Even in the presence of secondary phases, kaolinite can be accurately quantified by thermogravimetric analysis. The performance of LC3 is slightly influenced by the calcination process of clay, but it can be optimized by using the correct calcination temperature and applying a specific mix design with adjusted sulfate and alkali content. The hydration reactions of LC3 are fully characterized. They vary slightly from plain cement. There is no significant change in terms of phase assemblage. The main properties of LC3 are also described. LC3 blends show a lower creep compliance and a delay in shrinkage strains compared with plain cement. Concerning durability, LC3 blends show outstanding performance with respect to resisting chloride ingress and expansion from the alkali-silica reaction.
机译:本文详述了影响石灰石煅烧粘土水泥(LC3)性能的主要因素。高岭石含量在流变性质和力量发展中起着重要作用。即使在发生次生阶段的情况下,高岭石可以通过热重分析准确地量化。 LC3的性能受到粘土的煅烧过程的略微影响,但可以通过使用正确的煅烧温度并用调节的硫酸盐和碱含量施加特定的混合设计来优化。 LC3的水合反应完全表征。它们略有不同于普通水泥。相位组合的方面没有重大变化。还描述了LC3的主要特性。与平原水泥相比,LC3共混物显示较低的蠕变顺应性和收缩菌株的延迟。关于耐久性,LC3混合物表现出抗氯化物进入和从碱二氧化硅反应的膨胀和膨胀的出色性能。

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