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If you are analyzing an existing slope that has already shown signs of cracking or has failed, calibrate your model to match the known failure geometry. Adjust your residual shear strength parameters until the model yields a Factor of Safety of exactly for the failed state. Conclusion

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Always use the Divide All Geometry tool. This step intersects your internal geological units with the external slope surface, allowing the software to assign the correct material properties to each specific zone. If you are analyzing an existing slope that

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