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Shrinkage behaviour and related corrosion performance of low-pH cementitious materials based on OPC or CAC

机译:基于OPC或CAC的低pH胶凝材料的收缩行为及相关的腐蚀性能

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Prior to using low-pH cementitious materials in underground repositories for high level waste, the characteristics determining their long-term durability must be analysed in depth. In this sense, different shrinkage tests have been made on mortar and concrete specimens using low-pH cement formulations based on ordinary portland cement (OPC) or calcium aluminate cement (CAC), with high mineral admixtures contents. They showed similar autogenous shrinkage than samples without mineral admixtures but higher drying shrinkage when materials based on OPC with high silica fume contents were considered. Besides, as the use of reinforced concrete could be required in underground repositories, the susceptibility of reinforcement to corrosion when using low-pH cementitious materials based on OPC was analyzed, considering carbon steel and galvanized steel. In the formers corrosion was detected due to the low pore solution pH but any problem was detected when galvanized reinforcement were used.
机译:在地下仓库中使用低pH值胶结材料处理高放废物之前,必须深入分析确定其长期耐用性的特性。从这个意义上说,已经使用基于普通硅酸盐水泥(OPC)或铝酸钙水泥(CAC)的低pH水泥配方对砂浆和混凝土样品进行了不同的收缩测试,这些矿物混合物的含量较高。与没有矿物掺合料的样品相比,它们显示出相似的自生收缩率,但是当考虑使用基于OPC且硅灰含量高的材料时,干燥收缩率更高。此外,由于可能需要在地下储存库中使用钢筋混凝土,因此分析了在考虑使用碳钢和镀锌钢的情况下,使用基于OPC的低pH胶凝材料时钢筋对腐蚀的敏感性。在前者中,由于孔溶液的pH值低而检测到腐蚀,但是当使用镀锌补强材料时发现任何问题。

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