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This document presents a comparative study of flexible cantilever retaining wall design using classical limit equilibrium methods and finite element analysis. It discusses introducing safety into calculations through conventional approaches like reducing passive pressures or increasing embedded wall depth. It also examines the Eurocode 7 Cases B and C approaches, which apply partial safety factors to soil parameters and actions. A numerical case study compares wall bending moments from classical and Eurocod

Author

Pedro Gama Reis

Language

EN