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Development of low-pH cementitious materials for HLRW repositories. Resistance against ground waters aggression

机译:用于HLRW储存库的低pH胶凝材料的开发。抵抗地下水入侵

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摘要

One of the most accepted engineering construction concepts of underground repositories for high radioactive waste considers the use of low-pH cementitious materials. This paper deals with the design of those based on Ordinary Portland Cements with high contents of silica fume and/or fly ashes that modify most of the concrete “standard” properties, the pore fluid composition and the microstructure of the hydrated products. Their resistance to long-term groundwater aggression is also evaluated. The results show that the use of OPC cement binders with high silica content produces low-pH pore waters and the microstructure of these cement pastes is different from the conventional OPC ones, generating C–S–H gels with lower CaO/SiO2 ratios that possibly bind alkali ions. Leaching tests show a good resistance of low-pH concretes against groundwater aggression although an altered front can be observed
机译:用于高放射性废物的地下储存库的最广为接受的工程建设理念之一就是考虑使用低pH的胶凝材料。本文研究了基于硅酸盐和/或粉煤灰含量高的普通波特兰水泥的设计,这些水泥改变了大多数混凝土的“标准”性能,孔隙流体组成和水合产品的微观结构。还评估了它们对长期地下水侵蚀的抵抗力。结果表明,使用具有高二氧化硅含量的OPC水泥粘合剂会产生低pH的孔隙水,并且这些水泥浆的微观结构与传统的OPC水泥浆不同,从而生成具有较低CaO / SiO2比的C–S–H凝胶结合碱离子。渗滤试验表明低pH混凝土对地下水的侵蚀具有良好的抵抗力,尽管可以观察到锋面的变化

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