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Influence of fly ash on compressive strength and micro-characteristics of magnesium potassium phosphate cement mortars

机译:粉煤灰对磷酸镁水泥砂浆抗压强度和微型特性的影响

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摘要

Although the reactivity of fly ash (FA) in magnesium potassium phosphate cement (MKPC) systems is still unclear, it has been generally treated as an inert filler in the mix designs of FA/MKPC-based materials. In this study, FA was incorporated in MKPC mortars through two different design methods, where FA was either treated as inert or reactive. Fresh performance, compressive strength and micro-characteristics of the FA/MKPC mortars were systematically evaluated. The experimental results show that the design method where FA was treated as reactive can lead to better fresh performance, better optimized microstructure and higher mechanical strengths. The SEM analysis indicates some reaction of the FA particles within the MKPC mortars; however, the detailed compositions of the formed secondary reaction products could not be directly determined by either XRD or TGA analysis. Furthermore, this study underlines the importance of two ratios, R-Magnesia:FA and RKDP:(Magnesia + FA), in optimum designs of FA/MKPC-based materials.
机译:虽然磷酸镁水泥(MKPC)系统中的粉煤灰(FA)的反应性尚不清楚,但通常在FA / MKPC基材料的混合设计中通常被视为惰性填料。在本研究中,通过两种不同的设计方法将Fa掺入MKPC砂浆中,其中Fa被视为惰性或反应性。系统评价了FA / MKPC砂浆的新性能,抗压强度和微特性。实验结果表明,FA被视为反应性的设计方法可导致更好的新性能,更优化的微观结构和更高的机械强度。 SEM分析表明,MKPC砂浆内的FA粒子的一些反应;然而,形成的二级反应产物的详细组合物不能通过XRD或TGA分析直接确定。此外,本研究强调了两项比率,R-Magnesia:FA和RKDP:(Magnesia + FA),在基于FA / MKPC的最佳设计中的最佳设计。

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