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This document summarizes a finite element analysis in PLAXIS to determine the bearing capacity factors Nc, Nq, and Nγ in the Terzaghi bearing capacity equation for shallow foundations. The analysis considers both rigid and flexible footings, with smooth and rough base conditions, under varying soil friction angles φ and dilation angles ψ. Key steps include: 1) Modeling the footing-soil interaction with displacement-controlled loading in PLAXIS 2) Obtaining the ultimate bearing capacity Qult for each scena
- Author
- Mayoo Laxman
- Language
- EN