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When performing a Shear Strength Reduction analysis (in the FEM module), Slide3 automatically weakens the material properties. The Crack Link ensures that as the strength reduction factor ($SRF$) increases, the interaction between the water pressure and the joint strength is recalculated. The failure surface is forced to respect the geometry of the crack; the solver cannot calculate a failure surface that ignores the discontinuity, forcing a more realistic (often more conservative) failure mechanism.

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“Now that we have introduced the basic fracture network in the previous slide, let’s focus on how individual cracks interact to form a crack link —the fundamental conduit for progressive failure in rock masses. When performing a Shear Strength Reduction analysis (in

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