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Assessment of the use of sodium alginate for soil improvement in coastal applications. [PDF]
Castro GM, Tewelde D, Tubaldi E.
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Experimental study on load bearing of geogrid reinforced cushion considering creep behavior. [PDF]
Yuan H, Bai X.
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Model Test of Strip Footing Behavior on Embankment Reinforced with Geogrid with Strengthened Nodes Under Static and Dynamic Loadings. [PDF]
Qiu C, Xu Z, Zhang D, Zhang M.
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Impact of wet-dry cycles on the swelling ability and hydraulic conductivity of a polymer modified bentonite [PDF]
Bezuijen, Adam +3 more
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Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength
Geotextiles and Geomembranes, 1993Abstract The shear strength at a soil-geosynthetic or geosynthetic-geosynthetic interface is an essential parameter of slope stability analyses for cases where the potential slip surface runs along a geosynthetic. A linear relationship between the interface shear strength and the stress normal to the interface is generally considered.
J.P. Giroud, J. Darrasse, R.C. Bachus
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Geosynthetic Tubes and Geosynthetic Mats: Analyses and Applications
2011The Geotechnical Engineering Journal of the SEAGS & AGSSEA, 42, 1, 56 ...
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Geotextiles and Geomembranes, 2002
Abstract Over the past decade, geosynthetic clay liners (GCLs) have gained widespread popularity as a substitute for compacted clay liners in cover systems and composite bottom liners. They are also used as environmental protection barriers in transportation facilities or storage tanks, and as single liners for canals, ponds or surface impoundments ...
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Abstract Over the past decade, geosynthetic clay liners (GCLs) have gained widespread popularity as a substitute for compacted clay liners in cover systems and composite bottom liners. They are also used as environmental protection barriers in transportation facilities or storage tanks, and as single liners for canals, ponds or surface impoundments ...
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