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Effect of Parawood Ash on Drying Shrinkage, Compressive Strength and Microstructural Characterization of Metakaolin-based Geopolymer Mortar

机译:Parawood Ash对偏莨菪碱的地质聚合物砂浆干燥收缩,抗压强度和微观结构特征的影响

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Drying shrinkage, compressive strength and microstructural analysis of metakaolin based geopolymers partial replacement with Parawood ash was investigated. It was involved different SiO_2/Al_2O_3 and CaO/SiO_2 ratios. Characterization of geopolymer mortar was determined on drying shrinkage, compressive strength, mineral phases and microstructure was analysed by X-ray diffraction and scanning electron microscopy techniques. Test result of highest compressive strength was about 71 MPa at 6-h (4-h in oven at 80°C and 2-h ambient temperature). Voids-cement ratio is the most effect on the unconfined compressive strength of this metakaolin geopolymer mortar.
机译:研究了干燥收缩,抗压强度和微观结构分析与Parawood Ash的偏置偏置胞质部分替代。它涉及不同的SiO_2 / AL_2O_3和CAO / SIO_2比率。通过X射线衍射和扫描电子显微镜技术分析了干燥收缩,抗压强度,矿物相和微观结构对地质聚合物砂浆的表征。最高抗压强度的测试结果在6-h(4-炉中在80℃和2-H环境温度下为4-H)。空隙 - 水泥比对这种偏莨菪碱地质砂浆的无突出的抗压强度产生最大的影响。

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