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首页> 外文期刊>Cement and Concrete Research >The rheological properties of ternary binders containing Portland cement, limestone, and metakaolin or fly ash
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The rheological properties of ternary binders containing Portland cement, limestone, and metakaolin or fly ash

机译:含波特兰水泥,石灰石和偏高岭土或粉煤灰的三元粘合剂的流变特性

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摘要

The influence of limestone particle size and the type and extent of (partial) cement replacement on the yield stress and plastic viscosity of ternary pastes are studied. Interpretations based on Bingham model indicate: (i) for binary/ternary blends containing coarse limestone, the yield stress and plastic viscosity remain unchanged or decrease with increasing cement replacement, (ii) in ternary blends, plastic viscosity increases with the fine limestone content, and (iii) the yield stress in ternary blends containing fly ash is dependent on the limestone content and fineness whereas in blends containing metakaolin, the yield stress reduces with an increase in limestone content, irrespective of the limestone particle size. These are attributed to: particle packing, water demand, and the interparticle spacing and contacts which are quantified using microstructural simulations. The yield stress and plastic viscosity show strong direct correlations to the specific surface area and inverse correlations to the water film thickness.
机译:研究了石灰石粒径和(部分)水泥置换的类型和程度对三元浆的屈服应力和塑性粘度的影响。根据Bingham模型的解释表明:(i)对于含粗石灰石的二元/三元混合物,屈服应力和塑性粘度随水泥替代量的增加而保持不变或降低;(ii)在三元混合物中,塑性粘度随细石灰石含量的增加而增加, (iii)含粉煤灰的三元混合物的屈服应力取决于石灰石的含量和细度,而含偏高岭土的混合物的屈服应力随石灰石含量的增加而降低,而与石灰石的粒径无关。这些归因于:颗粒堆积,需水量以及颗粒间的间距和接触,它们使用微观结构模拟进行了量化。屈服应力和塑性粘度与比表面积表现出很强的直接相关性,而与水膜厚度则呈反相关性。

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