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Effects of Cyclic Loading on Internal Shear Strength of Unreinforced Geosynthetic Clay Liner
Publisher: American Society of Civil Engineers
Abstract: Stress-controlled static and cyclic shear tests were performed by using a direct simple shear device on samples of a geomembrane-supported geosynthetic clay liner (GCL). The dry material showed no degradation in shear ...
Simulating the Loading Behavior of Reinforced Strip Footings with a Double-Yield Soil Model
Publisher: American Society of Civil Engineers
Abstract: Geosynthetics such as geogrids or geotextiles are often used for the reinforcement of weak soils. Much research has been performed to investigate the bearing capacity of reinforced shallow foundations using the limit ...