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Influence of Water Content on Mechanical Strength and Microstructure of Alkali-Activated Fly Ash/GGBFS Mortars Cured at Cold and Polar Regions

机译:耐碱性粉煤灰/ GGBFS砂浆机械强度和微观结构对冷热和极地地区的影响

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摘要

Negative temperature curing is a very harmful factor for geopolymer mortar or concrete, which will decrease the strength and durability. The water in the geopolymer mixture may be frozen into ice, and the water content is a crucial factor. The purpose of this paper is to explore the influence of water content on the properties of alkali-activated binders mortar cured at −5 °C. Fly ash (FA) and ground granulated blast furnace slag (GGBFS) were used as binders. Three groups of experiments with different water content were carried out. The prepared samples were investigated through uniaxial compression strength test, Scanning electron microscopy (SEM), and X-ray diffraction (XRD) for the determination of their compressive strength, microstructural features, phase, and composition. The results indicated that, the compressive strength of samples basically maintained 25.78 MPa−27.10 MPa at an age of 28 days; for 90 days, the values reached 33.4 MPa−34.04 MPa. The results showed that lower water content is beneficial to improving the early strength of mortar at −5 °C curing condition, while it has little impact on long-term strength. These results may provide references for the design and construction of geopolymer concrete in cold regions.
机译:负温固化是地质砂浆或混凝土的一种非常有害的因素,这将降低强度和耐用性。地质混合物中的水可以冷冻成冰,水含量是关键因素。本文的目的是探讨水含量对在-5℃下固化的碱活化粘合剂砂浆的性质的影响。飞灰(FA)和地面粒状高炉渣(GGBF)用作粘合剂。进行三组含水量的实验。通过单轴压缩强度试验,扫描电子显微镜(SEM)和X射线衍射(XRD)来研究制备的样品,用于测定它们的抗压强度,微观结构特征,相和组合物。结果表明,样品的抗压强度基本上维持25.78MPa-27.10MPa 28天; 90天,值达到33.4MPa-34.04 MPa。结果表明,较低的水含量有利于改善-5°C固化条件的砂浆的早期强度,而对长期强度影响几乎没有影响。这些结果可以为寒冷地区的地缘聚合物混凝土设计和构建提供参考。

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