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Sodium chloride effect on durability of ternary blended cement. Microstructural characterization and strength

机译:氯化钠对三元混合水泥的耐久性有影响。显微组织表征和强度

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摘要

This work is a continuation of a previous durability study of ternary Portland cements (TPCs), containing thermally activated paper sludge and fly ash, in the main expansive salts present in the sea water. The same experimental methodology was applied in the present case, but with a sodium chloride solution. The study was carried out by testing the flexural strength of blended pastes immersed in sodium chloride (24,530 ppm), and demineralised water as a reference, at 18 ? over a period of 180 days. The reaction mechanism of chloride ions with the paste was evaluated by scanning electron microscopy (SEM), porosity and pore-size distribution, and X-ray diffraction (XRD). The results showed that ternary blended cement was stable against chloride attack. The enhancement of mechanical properties was a result of the formation of non-expansive Friedel's salt inside the pores and an alkaline activation of the pozzolanic reaction of the additions promoted by the ingress of chloride and secondary related reactions; accordingly, the microstructure was refined.
机译:这项工作是对先前的三元波特兰水泥(TPC)耐久性研究的延续,该三元波特兰水泥(TPC)包含热活化的纸污泥和粉煤灰,海水中存在主要的膨胀盐。在当前情况下使用了相同的实验方法,但是使用了氯化钠溶液。通过在18?C下测试浸入氯化钠(24,530 ppm)中的混合糊的弯曲强度以及以去离子水为参比进行的研究。在180天内。通过扫描电子显微镜(SEM),孔隙率和孔径分布以及X射线衍射(XRD)评估了氯离子与糊剂的反应机理。结果表明,三元掺合水泥对氯的侵蚀是稳定的。机械性能的增强是由于在孔内形成了非膨胀的弗里德尔盐,并且由于氯化物的进入和第二相关反应而促进了添加物的火山灰反应的碱性活化。因此,细化了组织。

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