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In geotechnical engineering, the accuracy of slope stability analyses can make or break a project. For years, engineers relied on 2D limit equilibrium methods (LEM), which assume a planar cross-section. However, geological formations are rarely two-dimensional; rock discontinuities, groundwater flow, and slope geometries are inherently three-dimensional.

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If you'd like to dive deeper into optimizing your slope stability workflows, let me know: In geotechnical engineering, the accuracy of slope stability