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This thesis examines the behavior of shallow foundations on granular soil under eccentric loading conditions. It presents a literature review on bearing capacity theories for centric and eccentric vertical loading. An experimental investigation is then described that involves testing surface and embedded strip footings on sand under centric and eccentric loads. Artificial neural networks are also used to predict the settlement of footings under eccentric loading based on the experimental data. The results o

Author

Rajagopal Kv

Language

EN