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Microscopic Study on Bentonite Component of Geosynthetic Clay Liners under Acidic Conditions

机译:酸性条件下土工合成粘土衬里膨润土成分的微观研究

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Geosynthetic clay liners (GCLs) are widely used in landfills and other engineering projects as waterproofing materials due to their low hydraulic conductivity, usually < 5 × 10~(-11) m/s, when in contact with water. However, GCLs are now increasingly considered for their ability to contain mining leachates, and these leachates may cause an increase in their hydraulic conductivity. This study reports the fluid loss and hydraulic conductivity results of GCLs under acidic conditions and provides supportive evidence from scanning electron microscopy (SEM) and transmission electron microscopy (TEEM). Fluid loss and flexible-wall hydraulic conductivity tests were conducted on GCL samples and bentonite cake under different H_2SO_4 concentrations. SEM and TEM were conducted on the bentonite specimens from the fluid loss tests. Generally, the fluid loss and hydraulic conductivity increased with increasing acid concentration. SEM and TEM revealed differences in the natural micro-structures of bentonites and dissolution-induced re-arrangement of the clay microstructures when acids are applied. The observed changes could explain the experimental results and provide a reference for the application of GCLs under acidic conditions.
机译:土工合成材料粘土衬里(GCL)由于其与水接触时的导水率低,通常<5×10〜(-11)m / s,被广泛用作垃圾填埋场和其他工程项目中的防水材料。但是,现在越来越多地考虑到GCL包含采矿渗滤液的能力,这些渗滤液可能会导致其水力传导率增加。这项研究报告了酸性条件下GCL的流体损失和水力传导率结果,并提供了扫描电子显微镜(SEM)和透射电子显微镜(TEEM)的支持性证据。在不同的H_2SO_4浓度下,对GCL样品和膨润土饼进行了失水和柔性壁水导率测试。通过流体损失测试对膨润土样品进行了SEM和TEM。通常,随着酸浓度的增加,流体损失和水力传导率增加。扫描电镜和透射电镜揭示了膨润土的天然微观结构和溶解引起的粘土微结构在施加酸时的重新排列方面的差异。观察到的变化可以解释实验结果,并为酸性条件下GCL的应用提供参考。

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