Long-term Shear Strength Testing with Geosynthetic Clay Liners and Geosynthetic Drainage Mats

Format: Publications

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Categories: Geotechnical Papers 2008

Abstract - In landfill caps GCL are often used on long and steep slopes under thick soil layers. The GCL is permanently exposed to a combined stress of compression and shear. Under such conditions the slope stability of the ov

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