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Rheology of ordinary and low-impact environmental concretes

机译:普通和低冲击力环境混凝土的流变学

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摘要

This study deals with the rheological properties of concrete mixtures incorporating various types of mineral additions as a partial replacement of cement in order to produce a low-impact environmental concrete. The control mixture contained only Portland cement as the binder, while the remaining mixtures incorporated binary cementitious blends of slag, limestone filler, and fly ash with different rates of replacement. After mixing, the plastic viscosity and yield stress of the concretes were evaluated at different slump values using a rheometer apparatus. The results showed that the type of mineral additions and the rate of substitution affect the rheological parameters of low-impact environmental concrete. Indeed, increasing the degree of substitution leads to an increase in the plastic viscosity of the concrete made with different types of additions used in this study.
机译:这项研究涉及混凝土混合物的流变特性,该混合物掺入各种类型的矿物添加剂作为水泥的部分替代品,以生产一种低冲击力的环境混凝土。对照混合物仅包含波特兰水泥作为粘合剂,而其余的混合物则以不同的置换率掺入了矿渣,石灰石填料和粉煤灰的二元水泥混合物。混合后,使用流变仪在不同的坍落度值下评估混凝土的塑性粘度和屈服应力。结果表明,矿物添加的类型和替代率会影响低冲击环境混凝土的流变参数。确实,增加取代度会导致本研究中使用不同类型添加物制成的混凝土的塑性粘度增加。

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