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This study examines the interface shear strength of geosynthetic-reinforced granular soil using large-scale direct shear tests with various sands and gravel. It finds that 3D geogrid reinforcement significantly enhances shear strength compared to unreinforced and planar geogrid systems, with the highest strength observed in medium sand reinforced with rectangular 3D geogrids. The research highlights the importance of reinforcement form and soil type in improving the mechanical properties of reinforced soil

Author
dt22civ012
Language
EN

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