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Performance-based indicators for controlling geosynthetic clay liners in landfill applications

机译:基于性能的指标,可控制垃圾填埋场中的土工合成粘土衬里

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The results of a project aimed at identifying performance-based indicators that can be used by landfill operators to check the suitability of GCLs for bottom barrier applications are presented. The general methodology consisted of performing detailed characterization of the prevalent GCLs used in France for landfill barrier applications, before and after prolonged contact with several fluids during oedo-per-meameter tests. Results of mineralogical analysis illustrate the variety of composition of the tested bentonites, which in addition to smectite clay contain a large number of accessory minerals. For one of the GCLs tested, the proportion of smectite was lower than 30 wt%, which highlights the limitations of the generic designation "bentonite" when referring to GCLs destined to landfill applications. Results also underline the correlation between cation exchange capacity (CEC) and smectite content, the correlation between free swell volume and proportion of exchangeable sodium and the influence of the bentonite's calcium carbonate fraction on hydraulic conductivity. Transmission electron microscopy (TEM) photographs illustrate the effect of cation exchange on clay microstructure, with the formation of clay particles which lead to increased hydraulic conductivity. The exchange is also documented by exchangeable cation analyses. Results of isotopic analyses indicate that information provided by suppliers with respect to the "natural" versus "activated" nature of the bentonite, may sometimes be arbitrary and related to factors that are very difficult to check in practice, even by the suppliers themselves. This further underlines the need for performance-based indicators, rather than generic designations, to provide objective information regarding GCL suitability for landfill applications. Several performance-based indicators are selected in order to provide practical tools for checking the suitability of sodium-bentonite GCLs in bottom barrier applications and limit values are proposed.
机译:介绍了旨在确定基于绩效的指标的项目结果,垃圾填埋场运营商可以使用这些指标来检查GCL是否适用于底部屏障应用。通用方法包括对在法国的用于填埋场屏障应用的普遍使用的GCL进行详细的特性分析,该方法在每米oedo测试中长时间与几种流体接触之前和之后。矿物学分析结果表明,受试膨润土的组成多种多样,除蒙脱石粘土外还含有大量辅助矿物。对于其中一种被测试的GCL,蒙脱石的比例低于30 wt%,这突显了通用标称“膨润土”的局限性,是指运往垃圾填埋场的GCL。结果还强调了阳离子交换容量(CEC)与蒙脱石含量之间的相关性,自由溶胀量与可交换钠的比例之间的相关性以及膨润土碳酸钙分数对水力传导率的影响。透射电子显微镜(TEM)照片说明了阳离子交换对粘土微观结构的影响,形成了粘土颗粒,从而导致了水力传导性的提高。交换也通过可交换阳离子分析记录。同位素分析的结果表明,供应商提供的有关膨润土“天然”与“活化”性质的信息有时可能是任意的,并且与实际上很难检查的因素有关,即使是供应商本身也是如此。这进一步强调需要基于性能的指标,而不是通用名称,以提供有关GCL适用于垃圾填埋场的客观信息。选择了几种基于性能的指标,以提供实用的工具来检查钠膨润土GCL在底部屏障应用中的适用性,并提出了限值。

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