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Ring Footing Capacity on Sand-Clay Soil by geniecivil241 is a document available to read on EtoBox.

This research article presents a numerical analysis of the bearing capacity of a rigid ring footing on a sand layer overlying stiff clay under eccentric loads, utilizing the finite difference method. The study finds that load eccentricity has minimal impact on bearing capacity if it remains below one-third of the footing width, while the thickness of the sand layer significantly influences capacity when it exceeds twice the footing width. Results are illustrated through graphs and failure envelopes, highlig

Author

geniecivil241

Language

EN