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Assumptions in Simplified Slope Stability Analysis by the Method of Slices

Morrison and Greenwood critique simplified slice methods (e.g., Fellenius, Bishop simplified, Janbu simplified). They identify key assumptions—neglect of interslice shear, moment equilibrium approximations—and quantify the resulting errors. The paper provides guidance on when simplified methods are acceptable and when rigorous methods should be used.

M. Morrison; J. Greenwood · 1989 · Geotechnical engineering conference

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