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A General Limit Equilibrium Model for Three-Dimensional Slope Stability Analysis

Lam and Fredlund propose a generalised 3D limit-equilibrium formulation applicable to arbitrary slip surfaces. The method enforces equilibrium on discretised columns, allows a range of interslice shear/normal force assumptions and accounts for complex geometries. Examples show how 3D factors of safety differ significantly from 2D approximations.

L. Lam; D. G. Fredlund · 1993 · Canadian Geotechnical Journal

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