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This document discusses two common methods for analyzing the stability of reinforced soil slopes: the limit equilibrium method and finite element method. It analyzes a 45° slope and a 60° slope reinforced with nails at 0°, 15°, and 30° inclinations, comparing the factor of safety, critical slip surfaces, and nail forces obtained from each method. The limit equilibrium method yields higher safety factors compared to the finite element method. The failure surfaces from the two methods vary significantly. Larg

Author

Shankar Periasamy

Language

EN