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Mechanical and micromechanical properties of alkali activated fly-ash cement based on nano-indentation

机译:基于纳米压痕的碱活化粉煤灰水泥的力学和微机械性能

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This paper presents mechanical and micromechanical properties of alkali activated fly-ash cement (AAFA) based on statistical analysis with nano-indentation test. Mix proportions of AAFA are designed using Taguchi's approach. Four variables viz, silica fume (SF), sand to cementitious material ratio (sic), liquid to solid ratio (1/s) and superplasticiser (SP) content were the parameters tested. Indentation elastic modulus, hardness and packing density are studied. The results show that the increase in sand has the greatest contribution to the increase in density. For compressive strength, normal paste without SF, sand and SP with Vs of 0.6 gives the highest strength and the increase in SF significantly contributes to the adverse effect on compressive strength. For the indentation data, the analysis using deconvolution technique confirms the four phases of reaction products of AAFA. The main phase is sodium aluminosilicate hydrate (N-A-S-H), which is over 40% of the volume fraction. The microporomechanics of AAFA paste and mortar also demonstrate the relationships between the N-A-S-H volume fraction and strength; and activation degree and strength. (c) 2015 Elsevier Ltd. All rights reserved.
机译:本文通过对纳米压痕试验的统计分析,介绍了碱活化粉煤灰水泥(AAFA)的力学和微观力学性能。使用田口的方法设计AAFA的混合比例。测试了四个变量,即硅粉(SF),砂与胶凝材料的比率(sic),液与固的比率(1 / s)和高效减水剂(SP)含量。研究了压痕的弹性模量,硬度和堆积密度。结果表明,沙粒增加对密度增加的贡献最大。就抗压强度而言,不含SF,砂和Vs为0.6的SP的普通浆料提供了最高的强度,而SF的增加明显地对抗压强度产生了不利影响。对于压痕数据,使用反卷积技术进行的分析确定了AAFA反应产物的四个阶段。主相是铝硅酸钠水合物(N-A-S-H),占体积分数的40%以上。 AAFA糊和砂浆的微孔力学也证明了N-A-S-H体积分数与强度之间的关系。活化程度和强度(c)2015 Elsevier Ltd.保留所有权利。

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