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This paper compares various mathematical forms for representing effective stress failure envelopes in slope stability analyses, highlighting the impact of envelope form on the calculated factor of safety. It emphasizes that while linear envelopes are commonly used, many soils exhibit non-linear behavior, which can lead to significant differences in predicted shear strength when extrapolated beyond tested stress ranges. The study analyzes real data sets to evaluate the goodness of fit for different envelope

Author

jm1108887

Language

EN