Static shear strength of geosynthetic clay liners

February 1st, 2013 / By: / Feature, Geosynthetic Clay Liners

Part 2: Static shear strength By Chris Athanassopoulos, P.E. and Patrick Fox, Ph.D., P.E. Introduction Part 2 of our three-part series on geosynthetic clay liner (GCL) shear strength is devoted to static shear strength, which is the strength measured for relatively slow loading conditions. Internal and interface static shear tests have been conducted for a […]

 

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