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This dissertation by Rizwan Khan, submitted for a PhD in Civil Engineering at the Indian Institute of Science, focuses on the mobilization of shear strength in sands and sand-geosynthetic interfaces through a comprehensive 3D morphological characterization of sand grains. The study employs advanced imaging techniques and modified direct shear tests to analyze the effects of particle morphology and size on shear behavior, revealing significant insights into intergranular interactions and interface shear mech

Author

Shouryar97

Language

EN