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Effect of temperature on the re-structuring of the microstructure and geo-environmental behaviour of smectite

机译:温度对蒙脱石微观结构重构和地球环境行为的影响

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Wetting and water uptake by partly saturated smectite clays are expected when such clays are used as buffer material surrounding embedded high level nuclear waste (HLW). Nuclear waste canisters in a repository impose elevated temperatures on the surrounding smectite buffer material for thousands of years. Generally, the behaviour of clays is markedly influenced by the type of minerals present in the clay, the nature of the exchangeable ions, and the type of clay microstructure present. Because of the different microstructures of clay soils, the corresponding macrostructure will result in different hydraulic conductivities. The published literature reveals that research has failed to pay adequate attention to the effect of temperature on the restructuring of the microstructure of smectite, specifically after the re-hydration process. Therefore, this paper is concerned with the impact of temperature on the re-structuring of microstructure and its consequences on smectite geo-environmental performance. The effect of temperature changes on the re-structuring of interlayer-distance, micropores, macropores and the sorption forces associated with the development of the micro- and macrostructures of smectite was examined. For this purpose, the variations of position and intensity of XRD major basal spacing of smectite have been studied over a range of different temperatures and re-hydration process. In addition, a series of buffering capacity tests, and permeability tests were performed to assess the impact of heat treatment on some of the geo-environmental properties of smectite. This paper illustrates different aspects of the influence of high temperature (up to 200 ℃) on the performance of smectite in respect to the temperature effects on the re-structuring of the microstructures constituting the bulk smectite clay, as evidenced by the XRD response and permeability performance. The application of XRD analyses on smectite and homoionized Ca-smectite has shown that heating the smectite sample up to 200 ℃ will expel the water from its basic unit layers. This causes a reduction in the basal spacing of smectite. This reduced basal spacing might be mistaken for illite's major basal spacing. Such a decrease in the position of major basal spacing of smectite after heat treatment is attributed to the reduction in distance between its basic unit layers. It is shown that this change in the microstructure of smectite has an irreversible impact on its cation exchange capacity and permeability. However, within the temperature range and conditions studied, the geo-environmental properties of smectite remain favorable.
机译:当将此类粘土用作嵌入式高放核废料(HLW)周围的缓冲材料时,可以预期部分饱和蒙脱石粘土的润湿性和吸水率。储存库中的核废料罐使周围的蒙脱石缓冲材料温度升高了数千年。通常,粘土的行为受粘土中存在的矿物质类型,可交换离子的性质以及存在的粘土微结构类型的显着影响。由于粘土的微观结构不同,相应的宏观结构将导致不同的水力传导率。公开发表的文献表明,研究未能充分关注温度对蒙脱石微观结构重构的影响,特别是在水化过程之后。因此,本文关注温度对微结构重构的影响及其对蒙皂石地球环境性能的影响。研究了温度变化对层间距,微孔,大孔的重构以及与蒙脱石的微观和宏观结构发展相关的吸附力的影响。为此,研究了蒙脱石在不同温度和水化过程中XRD主要基间距的位置和强度的变化。此外,还进行了一系列缓冲能力测试和渗透性测试,以评估热处理对蒙脱石某些地球环境特性的影响。本文通过XRD响应和渗透性证明了高温(高达200℃)对蒙脱石性能的影响的不同方面,以及温度对构成整体蒙脱石粘土微观结构的影响。性能。 XRD分析在蒙脱石和均质化钙蒙脱石上的应用表明,将蒙脱石样品加热到200℃会使水从其基本单位层中排出。这导致蒙脱石的基底间距减小。减小的基础间距可能会误认为伊利石的主要基础间距。热处理后,蒙脱石的主要基底间距的位置的减小归因于其基本单位层之间距离的减小。结果表明,绿土微结构的这种变化对其阳离子交换能力和渗透性具有不可逆的影响。然而,在研究的温度范围和条件下,蒙脱石的地球环境性质仍然是有利的。

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