田口法优化水煤浆-矿渣混合地聚合物混凝土

P. Chokkalingam, Abdulkader Elmir, Hilal El-Hassan, A. El-Dieb
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引用次数: 1

摘要

-本文旨在优化由陶瓷废粉(CWP)和磨碎的粒状高炉矿渣(或简称矿渣)组成的二元粘结剂体系制备的地聚合物混凝土的配合比,以获得优异的力学性能。采用田口法对相应的混合物进行了配比、分析和优化。在设计阶段,将粘结剂含量、矿渣替代CWP率、碱活化剂溶液与粘结剂(AAS/B)比、硅酸钠与氢氧化钠(SS/SH)比、氢氧化钠溶液的量浓度作为影响因素。每个因子被表征为4个不同的水平,从而建立了l16正交阵列。目标设计特性是28天的钢瓶抗压强度。方差分析表明,AAS/B比、矿渣替代CWP率和SS/SH比是影响地聚合物混凝土强度的关键因素,而SH摩尔浓度和粘结剂含量的影响最小。当黏合剂含量、AAS/B比、SS/SH比和SH溶液摩尔浓度分别为450 kg/m 3、0.5、1.5和10 m时,含40% CWP和60%矿渣的混合地聚合物的抗压强度响应最佳。
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Optimization of CWP-Slag Blended Geopolymer Concrete using Taguchi Method
- This paper aims to optimize the mixture proportions of geopolymer concrete prepared using a binary binder system composed of ceramic waste powder (CWP) and ground granulated blast furnace slag (or simply slag) for superior mechanical performance. The corresponding mixtures were proportioned, analyzed, and optimized by adopting the Taguchi approach. The binder content, CWP replacement rate by slag, alkali-activator solution-to-binder (AAS/B) ratio, sodium silicate-to-sodium hydroxide (SS/SH) ratio, and sodium hydroxide solution molarity were assigned as factors in the design phase. Each factor was characterized by four different levels, resulting in the establishment of an L 16 orthogonal array. The target design property was the 28-day cylinder compressive strength. The analysis of variance showed that AAS/B ratio, CWP replacement rate by slag, and SS/SH ratio were key factors affecting the strength in geopolymer concrete, while SH molarity and binder content showed the least contributions. The blended geopolymer made with 40% CWP and 60% slag yielded the optimal compressive strength response with a binder content, AAS/B ratio, SS/SH ratio, and SH solution molarity of 450 kg/m 3 , 0.5, 1.5, and 10 M, respectively.
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