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GCLs and slope stability

April 1st, 2008 / By: / Geosynthetic Clay Liners, GMA Techline

From the GMA Techline Subject: GCLs and slope stability — I’d like to find out what the current thinking is on designing for slope stability with GCLs … perhaps summarize the current stateof- the-practice regarding residual strength of reinforced GCLs used in bottom liners at landfills. (Myron, Washington) Reply: Of course, there are ongoing tests […]


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