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An investigation into the use of blends of two bentonites for geosynthetic clay liners

机译:关于两种膨润土共混物用于土工合成粘土衬里的研究

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Enhancement of geotechnical parameters of Fe-rich bentonite of lower smectite content (L: Lieskovec, Slovakia; 28-56% montmorillonite) by addition of an Al-rich bentonite of higher smectite content (JP: Jelsovy potok, Slovakia; 64% montmorillonite) is discussed. The blends of different L and JP contents (L:JP 85:15, 75:25, and 65:35 mass%) were investigated. Addition of more expensive Ca~(2+)-JP to Ca~(2+)-L bentonite caused increase in the geotechnical properties (liquid limit W_L, plasticity limit w_P, water adsorption by Enslin test E_s) compared to raw Ca~(2+)-L samples, but the parameters were still insufficient for sealing purposes of Ca~(2+)-blends. After natrification of the blends with soda ash, the geotechnical parameters markedly improved. Permeability coefficients of all the blends were satisfactorily low, of the order of 10~(-11) m s~(-1). The liquid limit and water absorption values of the blend containing 65 mass% of Na~+ -L and 35mass% of Na~+ -JP bentonites meets the requirements on geotechnical parameters of bentonites used in GCLs. Smectite content in the blends is the dominant factor affecting their properties.
机译:通过添加较高蒙脱石含量的富铝膨润土(JP:斯洛伐克Jelsovy potok; 64%蒙脱土)来提高蒙脱石含量较低的富铁膨润土的岩土参数(L:Lieskovec,斯洛伐克; 28-56%蒙脱土)讨论。研究了不同的L和JP含量(L:JP 85:15、75:25和65:35质量%)的共混物。与原始Ca〜()相比,在Ca〜(2 +)-L膨润土中添加更昂贵的Ca〜(2 +)-JP会导致岩土性能(液体极限W_L,可塑性极限w_P,Enslin试验E_s的吸水率)增加。 2 +)-L样品,但参数仍不足以密封Ca〜(2 +)-混合物。将纯碱与掺混物硝化后,岩土工程参数得到显着改善。所有共混物的渗透系数都令人满意地低,约为10〜(-11)m s〜(-1)。含有65质量%的Na〜+ -L和35质量%的Na〜+ -JP膨润土的共混物的液体极限和吸水率满足GCL中使用的膨润土的工程技术参数要求。共混物中蒙脱石的含量是影响其性能的主要因素。

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