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偏高岭土对混凝土的工作性、粘聚性、强度 和吸收性的水泥等效性

阿布 ·侯, 艾哈 迈德
加拿大土木工程系

摘要


作者制作了一系列元高岭土(MK)含量从 0到 30%,水 /胶凝材料(W/CM)比例从 0.30到 0.50的混凝土
混合物进行性能测试。结果表明,添加 20%的MK作为普通硅酸盐水泥(OPC)的替代物,能最好地提高 28天和 70
天的立方体强度,而添加 30%的MK作为OPC的替代物,总是能提高粘聚性和降低吸收性,但会损害工作性。此外,
本文还评估了水泥当量系数(CEF),即每添加一质量的MK所对应的OPC的当量质量,包括工作性和粘聚性的性能
属性。虽然MK的实际 CEF在较高的W/CM比率下通常较高,在较高的MK含量下较低,但总体而言,发现坍落度、
流动性、粘聚性、28天立方体强度、70天立方体强度和吸收系数的平均 CEF分别为 1.98、2.17、3.83、1.93、2.12和
4.70。这些 CEF值表明,MK是一种高效的胶凝材料,可以提高粘聚性、强度和耐久性。此外,事实证明,工作性和
粘聚性的 CEFs是帮助MK混凝土混合设计的有用参数。

关键词


水泥当量系数;粘聚性;偏高岭土;吸水率;强度;工作性



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