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Experimental study on interface friction between geosynthetic clay liner (GCL) and geomembrane under different hydration conditions

机译:不同水合条件下土工合成粘土衬里(GCL)与土工膜界面摩擦的实验研究

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The interfacial friction properties of GCL and geomembrane under different hydration conditions are discussed. In addition, the ionic solubility of hydration solution, the size of hydration normal stress and test conditions will affect the shear strength of GCL. In this paper, the friction properties of GCL upper geotextile and geomembrane interface are discussed from the following aspects: ① hydration solutions with different ionic concentrations (deionized water, 0.05mol/l CaCl_(2)solution and 1: 1 ethanol solution by volume); ② different types of hydration solutions (0.05mol/l CaCl2 solution and 1: 1 ethanol solution by volume); ③ different hydration normal stress conditions (pressureless hydration condition, 5kPa hydration condition and 10kPa hydration condition).
机译:讨论了不同水合条件下GCL和地质膜的界面摩擦性能。 此外,水合溶液的离子溶解度,水合尺寸正常应力和试验条件将影响GCl的剪切强度。 本文从以下几个方面讨论了GCL上层织物和土工膜界面的摩擦性质:①用不同离子浓度的水合溶液(去离子水,0.05mol / L CaCl_(2)溶液和1:1乙醇溶液按体积) ; ②不同类型的水化溶液(0.05mol / L CaCl 2溶液和1:1乙醇溶液按体积); ③不同的水合正常应力条件(无压力水合条件,5kPa水合条件和10kPa水合条件)。

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