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Optimization of Self-Consolidating Concrete Containing Metakaolin Using Statistical Models

机译:统计模型优化含偏高岭土的自固结混凝土

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This paper uses the statistical design of experiments method to optimize the mixture design for self-consolidating concrete (SCC) incorporating metakaolin. Factors (variables) studied were total binder content, percentage of metakaolin in the mixture, water-to-binder ratio, and curing conditions. The range of the chosen factors was determined using the central composite design (CCD) of experiments method. A total of 20 mixtures were tested at both the fresh state and after a curing period of 28 days. The fresh, hardened, and durability performance of the SCC mixtures were compared based on two sets of tests. The first set of tests was implemented to evaluate the fresh properties of the mixture including slump flow, V-funnel, L-box, J-ring, and air content tests. The second set of tests involved compressive strength and rapid chloride permeability tests (RCPT) at 28 days. Two curing regimes were used for each statistical model for comparison including air and water curing. The results obtained from the developed CCD models were exploited to determine the most significant factors affecting the properties of SCC and the optimum level of each variable.
机译:本文采用实验统计设计方法,优化了含偏高岭土的自密实混凝土(SCC)的配合比设计。研究的因素(变量)是总粘合剂含量,混合物中偏高岭土的百分比,水与粘合剂的比例以及固化条件。使用实验方法的中央复合设计(CCD)确定所选因素的范围。在新鲜状态和28天的固化时间后,总共测试了20种混合物。根据两组测试比较了SCC混合物的新鲜,硬化和耐用性。执行第一组测试以评估混合物的新鲜特性,包括坍落度测试,V形漏斗,L形盒,J形环和空气含量测试。第二组测试涉及28天的抗压强度和快速氯化物渗透性测试(RCPT)。每个统计模型使用两种固化方案进行比较,包括空气和水固化。利用从已开发的CCD模型获得的结果来确定影响SCC属性和每个变量的最佳水平的最重要因素。

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