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Table of Contents
Actions Geosynthetic Manufacturers Can Take to Minimize Litigation Exposure
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antioxidant ASTM bearing capacity bentonite compacted construction cover soil deformation depth diffusion direct shear test drainage layer effect embankment evaluate factor of safety failure fibers Figure foundation GCL composite liner geogrid geojacks geomembrane liner Geosynthetic Clay Liners Geotechnical Engineering geotextile filter Giroud granular HDPE geomembranes heap leach hydrated hydraulic conductivity increase installation interface internal shear strength intrinsic permeability kN/m Koerner laboratory landfill covers landfill liner leachate liner system manufacturer mass flux material measured mineral oil moisture content Monk's Mound needle-punched needles nonwoven geotextile particles pavement peel strength permeability permittivity piezometers placement polypropylene pressure properties puncture samples sand sensor settlement shear testing shotcrete slope soil layer specification specimen stone columns strain stress structure subgrade Subtitle D liner surface Table tensile test method Test Pits test results Test Section thickness tie-in toluene unreinforced vertical waste water content