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Concrete mixture proportioning for desired strength and reduced global warming potential

机译:混凝土混合物按比例分配以达到所需强度并降低全球变暖的可能性

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In this research, formulae for predicting compressive strength and global warming potential (GWP) per cubic meter of concrete are proposed. These equations allow for prediction of properties based on the water-to-binder ratio for concrete mixtures containing cement as the only binder, as well as for concretes containing Class F fly ash (FA) and ground granulated blast furnace slag (GGBS) as partial cement replacement. To meet multi-criteria demands of mechanical properties and lower GWP, a method for obtaining the optimal water-to-binder ratio, for given replacement level, is presented. In this research, optimization is based on a direct ratio of GWP to compressive strength, but the methodology has the potential to be extended to other environmental impact categories and material property relationships. For the classes of concrete examined, the analyses showed that high levels of cement replacement with GGBS may provide the best, hence resulting in the lowest, ratio of GWP to compressive strength for the mixtures examined. Additionally for the classes of concrete examined, the results showed that optimal water to-binder ratios for the best ratio of GWP to compressive strength occurred at relatively high strengths (similar to 50-70 MPa). Yet, the majority of concrete used in countries such as the U.S. is lower strength concrete (
机译:在这项研究中,提出了用于预测每立方米混凝土的抗压强度和全球变暖潜势(GWP)的公式。通过这些方程式,可以基于水与胶料比率预测包含水泥作为唯一粘合剂的混凝土混合物,以及包含F级粉煤灰(FA)和部分高炉矿渣粉(GGBS)的混凝土的性能水泥更换。为了满足对机械性能和较低GWP的多标准要求,提出了一种在给定更换水平下获得最佳水与胶料比的方法。在这项研究中,优化是基于GWP与抗压强度的直接比率进行的,但是该方法具有扩展到其他环境影响类别和材料特性关系的潜力。对于所检查的混凝土类别,分析表明,用GGBS替代高含量的水泥可能会提供最佳效果,因此导致所检查混合物的GWP与抗压强度之比最低。此外,对于所检查的混凝土类别,结果表明,在相对较高的强度(类似于50-70 MPa)下,具有最佳GWP与抗压强度之比的最佳水胶比也出现了。但是,在美国等国家/地区使用的大多数混凝土是强度较低的混凝土(<约35 MPa)。对于所检查的混合物,显示出仅包含水泥作为粘合剂的低抗压强度(即高水灰比)的混凝土混合物所提供的GWP与抗压强度的比率低于某些含大量混合物的混合物。替代粘合剂的研究表明,将水泥替代粘合剂可能并不总是低强度混凝土最可持续的解决方案。 (C)2016 Elsevier Ltd.保留所有权利。

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