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Stability of bentonites in salt solutionsⅢ - Calcium hydroxide

机译:膨润土在盐溶液中的稳定性Ⅲ-氢氧化钙

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摘要

The prerequisite for the usage of bentonites as a geotechnical barrier in HLRW repositories is the stability of the bentonite under the conditions expected. In addition to high temperature and exposure to radiation, different types of aqueous solutions could also affect the bentonite. In this respect hyperalkaline solutions from Portland cements are considered, because aluminosilicates are known to be soluble under these conditions. The aim of the present study was to compare the 'alkaline-reactivity' of a set of different well characterized bentonites and to identify the reasons for the differences. Theoretically, this would allow for the selection of an optimum bentonite at least with respect to the stability at the cement-bentonite interface. The 'alkaline-reactivity' was characterized both by measuring the dissolved structural elements and analyzing changes of the solid material (e.g. the cation exchange capacity). However, the concentration of the dissolved structural elements could not be compared systematically probably because of the unknown nature and the different amounts of precipitates. As an example, the Si concentration in the alkaline solutions strongly varied from bentonite to bentonite because it depended on the type and amount of SiO_2 phases present in the different natural bentonites. Possibly, the associated SiO_2 phases governed the Si/(A1 + Mg + Fe) ratio in the alkaline solution. Amongst other parameters, this ratio determines which phases precipitate. This ratio obviously depends on the type and amount of SiO_2 accessories. Results obtained in the present study were in accordance with published literature. More pronounced dissolution/precipitation processes than found in the present study (60-90 °C, 3-5 months, saturated solution-excess Ca(OH)_2) are expected at even larger pH values, which - on the other hand - do not reflect conditions expected in a bentonite barrier in contact with cement. The most important conclusion from this study is that bentonites are surprisingly resistant against solutions at pH around 12 and up to 90 °C. Above this temperature and at larger pH values dissolution is expected to be much faster. Therefore, for a real HLRW repository it seems to be favorable to use low pH cements and keep temperature well below 100 °C.
机译:在预期的条件下,将膨润土用作HLRW储存库中的岩土屏障的前提是膨润土的稳定性。除了高温和暴露于辐射外,不同类型的水溶液也会影响膨润土。在这方面,考虑了来自波特兰水泥的高碱性溶液,因为已知铝硅酸盐在这些条件下是可溶的。本研究的目的是比较一组特性良好的膨润土的“碱性反应性”,并找出差异的原因。从理论上讲,这将至少在水泥-膨润土界面的稳定性方面允许选择最佳的膨润土。通过测量溶解的结构元素并分析固体材料的变化(例如阳离子交换容量)来表征``碱性反应性''。但是,可能由于未知的性质和不同的沉淀量而无法系统地比较溶解的结构元素的浓度。例如,碱性溶液中的硅浓度在膨润土与膨润土之间变化很大,因为它取决于存在于不同天然膨润土中的SiO_2相的类型和数量。可能的是,在碱性溶液中,相关的SiO_2相决定了Si /(Al + Mg + Fe)比。在其他参数中,该比率决定了哪些相会析出。该比率显然取决于SiO_2附件的类型和数量。在本研究中获得的结果与公开的文献一致。在更大的pH值下,比本研究中发现的溶解/沉淀过程(60-90°C,3-5个月,饱和溶液-过量的Ca(OH)_2)更明显,另一方面-不能反映与水泥接触的膨润土屏障的预期条件。这项研究最重要的结论是,膨润土对pH值在12至90°C左右的溶液具有惊人的抵抗力。在此温度以上和较大的pH值下,溶解预计会更快。因此,对于真正的HLRW储存库,使用低pH值的水泥并保持温度远低于100°C似乎是有利的。

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