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This document contains calculations for the stability of slopes with different radii (R) using the method of slices. It presents 8 examples of slope stability calculations, providing data on slice geometry (area, location), forces (normal, shear), and factor of safety for each slope configuration. The factor of safety ranges from 2.03 to 2.96 across the examples, indicating stable slopes in each case.

Author

Danitson Daniel Salluca Canaza

Language

EN