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Development of Statistical Models for Mixture Design of High-Volume Fly Ash Self-Consolidating Concrete

机译:大粉煤灰自密实混凝土配合比设计统计模型的开发

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Self-consolidating concrete (SCC) in the fresh state is known for its excellent deformability, high resistance to segregation, and use, without applying vibration, in congested reinforced concrete structures characterized by difficult casting conditions. Such concrete can be obtained by incorporating either mineral admixtures such as fly ash (FA) or viscosity-modifying admixtures (VMA). The use of VMA has proved very effective in stabilizing the rheology of SCC, and recent researches are focused on the development of new, cheaper VMAs compared with currently available, costly commercial ones. Research to produce an economical SCC with desired properties was conducted over the last few years with the use of FA. In the present study, 21 statistically balanced concrete mixtures were investigated to minimize the use of high-range water-reducing admixtures (HRWRA) and to optimize the use of fly ash in SCC. The minimum use of HRWRA and optimum use of FA were desired in this study. Four independent variables such as total binder content (350 to 450 kg/m~3), percentage of FA as cement replacement (30 to 60% by mass), percentage of HRWRA (0.1 to 0.6% by solid mass), and water-binder ratio w/b (0.33 to 0.45) were used for the design of SCC mixtures. The fresh concrete properties were determined from slump flow, V-funnel flow, filling capacity, bleeding, air content, and segregation tests. The mechanical properties and durability characteristics of SCC such as compressive strength, freezing-and-thawing resistance, rapid chloride permeability, surface scaling resistance, and drying shrinkage were determined to evaluate the performance of SCC. Four statistical models to predict the slump flow, 1- and 28-day compressive strength, and the rapid chloride permeability of SCC were developed and their performances were validated. The models can be used as economical tools for the optimized design of FA SCC mixtures with desired properties in practical applications.
机译:处于新鲜状态的自结实混凝土(SCC)以其出色的可变形性,高抗偏析性和在不施加振动的情况下用于以浇铸条件困难为特征的拥挤钢筋混凝土结构而著称。可以通过掺入矿物掺合料(例如粉煤灰(FA)或调粘掺合料(VMA))来获得这种混凝土。已证明使用VMA在稳定SCC的流变学方面非常有效,并且最近的研究集中在开发新的,与当前可用的,昂贵的商业VMA相比更便宜的VMA。在过去的几年中,使用FA进行了生产具有所需性能的经济型SCC的研究。在本研究中,对21种具有统计平衡的混凝土混合物进行了研究,以最大程度地减少高范围减水剂(HRWRA)的使用并优化SCC中粉煤灰的使用。在这项研究中需要最少使用HRWRA和最佳使用FA。四个独立变量,例如总粘合剂含量(350至450 kg / m〜3),FA替代水泥的百分比(30至60质量%),HRWRA的百分比(固体质量0.1至0.6%)和水-粘合剂比w / b(0.33至0.45)用于SCC混合物的设计。新鲜混凝土的性能由坍落度,V型漏斗流量,填充量,渗出量,空气含量和偏析试验确定。确定SCC的机械性能和耐久性特征,例如抗压强度,抗冻融性,快速的氯化物渗透性,抗表面结垢性和干燥收缩性,以评估SCC的性能。建立了四个统计模型来预测坍落流量,1天和28天抗压强度以及SCC的快速氯离子渗透性,并验证了它们的性能。该模型可以用作经济实用的FA SCC混合物优化设计工具,在实际应用中具有所需的性能。

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