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In three-dimensional slope stability analysis, the presence of pre-existing geological structures—such as faults, joints, or tension cracks—significantly dictates the factor of safety (FoS) of a slope. While continuum models assume a solid material, they often fail to capture the localized failure mechanisms driven by these discontinuities. Rocscience Slide3 addresses this through the integration of structural elements, specifically the "Crack" entity and its associated "Crack Link" functionality. This paper explores the mechanics of the Crack Link feature, demonstrating how it couples geometric discontinuities with hydrodynamic forces to provide a rigorous safety assessment for complex geotechnical models.

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Three-dimensional limit equilibrium (LE) and finite element (FEM) analyses are standard practices in modern geotechnical engineering. However, the accuracy of these analyses depends heavily on the model's ability to simulate weak planes. In open-pit mining and natural slope stability, tension cracks often form at the crest of a slope, reducing the effective normal stress along the failure surface and providing a reservoir for water pressure. This paper explores the mechanics of the Crack

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