Sulphate resistance of low-clinker engineered cementitious composites examined by MicroXRF imaging

IF 16.4 1区 化学 Q1 CHEMISTRY, MULTIDISCIPLINARY
Connor Szeto, Kimberly E. Kurtis
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Abstract

Engineered cementitious composites (ECC) are a class of high-performing fibre-reinforced cementitious materials recognised for their increased ductility and durability compared to conventional cement-based materials, owing to their autogenously controlled tight crack widths, even when subjected to high strains. To reduce ECC's environmental impact, this research examines the use of a low-clinker binder − limestone-calcined clay cement (LC3) − as an alternative to portland cement (PC), along with fly ash to further reduce the clinker proportion and the embodied CO2 of the formulations. In conventional concrete, LC3 hydrates to a denser microstructure resulting from the synergistic reaction between limestone and calcined clay. At the lower water contents typical of ECC and with the presence of fly ash, the influence of the binder composition on the microstructure is difficult to anticipate.

To examine the influence of these compositional variables on microstructure, permeability and durability, the sulphate resistance of LC3-based ECC is explored. Specifically, the ECC-LC3 blends are designed with high clinker replacement rate of 75% by mass of binder and contain either conventional fly ash or reclaimed fly ash at 50% by mass of binder. Expansion of ECC-LC3 samples subjected to standard sodium sulphate test conditions was measured up to 12 months and the depth of penetration of sulphates into the ECC-LC3 of varying compositions was quantified using micro-X-Ray Fluorescence (microXRF) imaging and modelling. The expansion results show that the ECC-LC3 formulations performed better than the PC samples and can provide adequate resistance to external sulphate attack, even when reclaimed fly ashes are used in place of the conventional ash. In addition, the shallow penetration of sulphate into these cementitious composites demonstrates the low diffusion coefficients values that were determined using the quantitative data from MicroXRF imaging.

Abstract Image

通过 MicroXRF 成像检测低熟料工程水泥基复合材料的抗硫酸盐性能
工程水泥基复合材料(ECC)是一类高性能纤维增强水泥基材料,与传统的水泥基材料相比,它具有更高的延展性和耐久性,即使在承受高应变的情况下,也能自动控制严格的裂缝宽度。为了减少 ECC 对环境的影响,本研究探讨了使用低熟料粘结剂--石灰石煅烧粘土水泥(LC3)--来替代波特兰水泥(PC),同时使用粉煤灰来进一步降低熟料比例和配方中的二氧化碳含量。在传统混凝土中,LC3 通过石灰石和煅烧粘土之间的协同反应水化成更致密的微观结构。为了研究这些成分变量对微观结构、渗透性和耐久性的影响,我们探讨了基于 LC3 的 ECC 的抗硫酸盐性能。具体来说,ECC-LC3 混合物的设计采用了高熟料替代率(按粘结剂质量计为 75%),并含有按粘结剂质量计为 50%的传统粉煤灰或再生粉煤灰。测量了 ECC-LC3 样品在标准硫酸钠测试条件下长达 12 个月的膨胀情况,并使用微 X 射线荧光(microXRF)成像和建模技术量化了硫酸盐渗透到不同成分的 ECC-LC3 中的深度。扩展结果表明,ECC-LC3 配方的性能优于 PC 样品,即使使用回收的粉煤灰代替传统灰烬,也能充分抵御外部硫酸盐的侵蚀。此外,硫酸盐对这些水泥基复合材料的渗透很浅,这表明利用 MicroXRF 成像的定量数据确定的扩散系数值很低。
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来源期刊
Accounts of Chemical Research
Accounts of Chemical Research 化学-化学综合
CiteScore
31.40
自引率
1.10%
发文量
312
审稿时长
2 months
期刊介绍: Accounts of Chemical Research presents short, concise and critical articles offering easy-to-read overviews of basic research and applications in all areas of chemistry and biochemistry. These short reviews focus on research from the author’s own laboratory and are designed to teach the reader about a research project. In addition, Accounts of Chemical Research publishes commentaries that give an informed opinion on a current research problem. Special Issues online are devoted to a single topic of unusual activity and significance. Accounts of Chemical Research replaces the traditional article abstract with an article "Conspectus." These entries synopsize the research affording the reader a closer look at the content and significance of an article. Through this provision of a more detailed description of the article contents, the Conspectus enhances the article's discoverability by search engines and the exposure for the research.
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