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| Observation | Typical Interpretation | |-------------|------------------------| | on the slip circle that includes the crack | The crack is a critical weakness; consider reinforcement (e.g., rock bolts, anchors) or drainage. | | High normal stress, low shear stress on crack surfaces | Crack is largely acting in compression; it may not be a failure plane, but could be a source of dilation and pore‑pressure increase. | | Significant rotation between Segment A & B | The hinge effect is strong; design interventions that “lock” the crack (grouting, shotcrete). | | FOS improves dramatically when crack is moved upward | The crack depth is a controlling factor; reducing exposure (e.g., by adding a buttress) could be effective. | Attempting to use a "crack" or pirated version