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The development of a low carbon binder produced from the ternary blending of cement, ground granulated blast furnace slag and high calcium fly ash: An experimental and statistical approach

机译:由水泥,磨碎的高炉矿渣和高钙粉煤灰的三元共混产生的低碳粘合剂的开发:一种实验和统计方法

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摘要

This research aims to develop a new, environmentally friendly, cementitious material by blending Ordinary Portland Cement (OPC), Ground Granulated Blast Furnace Slag (GGBS) and High Calcium Fly Ash (HCFA). Compressive strength and electrical resistivity tests were used to evaluate the mortars' performance. A multi-regression (MR) model was also utilised to study the effects of curing time and content of OPC, GGBS and HCFA on the mortars' strength and to identify the relationship between measured and predicted compressive strengths. The results indicated that the newly developed binder was composed of 35 wt% OPC, 35 wt% GGBS and 30 wt% HCFA that showed a compressive strength and surface electrical resistivity of 30.8 MPa and 103.5 k Omega.cm after 56 days of curing, respectively. Significant changes in the microstructure of the developed binder paste over curing time were evidenced by SEM imaging. The statistical analysis indicated that the influence of the parameters examined on the development of the mortars' compressive strength could be modelled with a coefficient of determination, R-2 of 0.893, and that the relative importance of these parameters followed the order curing time (t) HCFA% OPC% GGBS%. This new binder could contribute significantly to decreasing the cost of construction materials and to reducing CO2 emissions. (C) 2018 Elsevier Ltd. All rights reserved.
机译:这项研究旨在通过混合普通波特兰水泥(OPC),高炉粉煤灰(GGBS)和高钙粉煤灰(HCFA)来开发一种新型的环保水泥材料。抗压强度和电阻率测试用于评估砂浆的性能。还使用多元回归(MR)模型研究了固化时间和OPC,GGBS和HCFA含量对砂浆强度的影响,并确定了测得的抗压强度与预测的抗压强度之间的关系。结果表明,新开发的粘合剂由35 wt%的OPC,35 wt%的GGBS和30 wt%的HCFA组成,固化56天后其抗压强度和表面电阻率分别为30.8 MPa和103.5 k Omega.cm。 。通过SEM成像证明了显影的粘合剂糊的微观结构在固化时间上的显着变化。统计分析表明,可以使用确定系数R-2为0.893来模拟所检查参数对砂浆抗压强度发展的影响,并且这些参数的相对重要性遵循顺序固化时间(t )> HCFA%> OPC%> GGBS%。这种新的粘合剂可以显着降低建筑材料的成本并减少二氧化碳的排放。 (C)2018 Elsevier Ltd.保留所有权利。

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