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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:含水量对低温和极地固化的碱活化粉煤灰/ GGBFS砂浆力学强度和微观结构的影响

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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:负温度固化对地聚合物砂浆或混凝土是非常有害的因素,会降低强度和耐久性。地质聚合物混合物中的水可能会冻结成冰,而水含量是关键因素。本文的目的是探讨含水量对在-5°C下固化的碱活化粘结剂砂浆性能的影响。粉煤灰(FA)和磨碎的高炉矿渣(GGBFS)用作粘结剂。进行了三组不同含水量的实验。通过单轴压缩强度测试,扫描电子显微镜(SEM)和X射线衍射(XRD)对制备的样品进行了研究,以确定它们的抗压强度,微观结构特征,相和组成。结果表明,在28天龄时,样品的抗压强度基本维持在25.78 MPa〜27.10 MPa。在90天内,该值达到33.4 MPa–34.04 MPa。结果表明,较低的含水量有利于提高-5°C固化条件下砂浆的早期强度,而对长期强度影响不大。这些结果可为寒冷地区土工混凝土的设计和施工提供参考。

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