When designing GCLs for landfill applications, there are several factors that need to be taken into account in order to ensure the performance and durability of the liner. The type and quality of the clay material should have a low hydraulic conductivity, a high swell index, and be compatible with the leachate chemistry. The geotextile or geomembrane material should possess a high tensile strength, a high puncture resistance, and an effective interface friction with the clay and subgrade. The thickness and mass per unit area of the GCL should be sufficient to provide adequate hydraulic and mechanical properties, while also accounting for potential losses due to manufacturing, handling, or installation. Additionally, the slope and shape of the landfill should be compatible with the GCL installation and anchoring methods, so as to avoid excessive stress or deformation of the liner. Finally, it is important to assess the climatic and environmental conditions in order to determine how temperature, moisture, wind, and vegetation may affect the GCL's performance and durability.