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This chapter provides a general overview of some of the current knowledge of geosynthetic clay liners (GCLs) in relation to use in municipal solid waste landfills. Engineering design issues for GCLs are discussed in the context of current research relating to hydraulic conductivity, clay-leachate compatibility, diffusion, contaminant transport through the entire barrier system, shear strength, and stability. Generally speaking, GCLs have considerable potential for use as part of a composite liner system in the base of municipal solid waste landfills provided issues such as those discussed in this chapter are addressed.

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