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Apparatus and Procedures for Assessing Inorganic Diffusion Coefficients for Geosynthetic Clay Liners

机译:评估土工合成粘土衬里无机扩散系数的设备和程序

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The apparatus and procedure for eprforming tests to obtain inorganic diffusion coefficients for Geosynthetic Clay Liners (GCLs) are described, and the processes (diffusion, anion exclusion and osmosis) that can affect the interpretation of these tests are discussed. Resuls from several inorganic diffusion tests on GCL and bentonite specimens show that the diffusion coefficients deduced for sodium (Na~+) and chloride (Cl~-) are directly related to the final bentonite void ratio. It is shown that diffusion through GCLs (or thin bentonite layers) can be modeled using a bulk porous media diffusion coefficient (D_p) consisting of the total porosity, n_t, and a deduced diffusion coefficient, D_t,(D_p-n_tD_t) without the need to establish he true effective diffusion coefficient (D_e)) and effective prosity (n_e). However, for a longer bentonite plug sample it is shown that the true effective diffusion coefficient (D_e) and effective porosity (n_e) must be established to predict the contaminant transport through the sample.
机译:描述了用于进行试验以获取土工合成粘土衬里(GCL)的无机扩散系数的设备和程序,并讨论了可能影响这些试验解释的过程(扩散,阴离子排除和渗透)。在GCL和膨润土样品上进行了几次无机扩散测试,结果表明,钠(Na〜+)和氯化物(Cl〜-)的扩散系数与最终的膨润土空隙率直接相关。结果表明,可以使用由总孔隙率n_t和推导的扩散系数D_t(D_p-n_tD_t)组成的整体多孔介质扩散系数(D_p)对通过GCL(或膨润土薄层)的扩散进行建模建立真正的有效扩散系数(D_e)和有效繁荣(n_e)。但是,对于更长的膨润土塞样品,表明必须建立真正的有效扩散系数(D_e)和有效孔隙率(n_e)才能预测污染物通过样品的传输。

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