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: A relevant technical paper discusses the back-analysis of an Open Pit Mine Highwall Failure , which involves analyzing complex failure surfaces and structural weaknesses similar to cracks. Key Tension Crack Features in Slide3 According to the latest software updates and webinars:

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| Issue | How to Avoid / Fix | |-------|--------------------| | (partial) | Use the “Crack‑Partial” option or manually split the slip surface into multiple arcs. | | Unrealistic tensile strength on the crack (e.g., set σt = 0 for a fully open joint) | If the joint can open, set σt = 0; otherwise assign a small tensile capacity based on lab tests. | | Slip circles crossing the crack at unrealistic angles | Constrain the search space: Analysis → Search Limits → set maximum dip of slip circles or restrict circle centers . | | Pore‑pressure model not consistent with crack location | Verify that water table and k‑values are defined for each segment before the crack is introduced. | | Missing units conversion | Slide 3 does not auto‑convert. Double‑check all inputs after a unit change (e.g., kN/m³ ↔ lb/ft³). | | Too few slip circles → missing critical failure | Increase the number of circles and/or refine the angular resolution. | | Crack rotation locked (no hinge) | Ensure the “Allow independent rotation” option is ticked under Analysis → Options . | | Large computation time | Use Bishop for quick screening; switch to Spencer only for the final design. Also limit the search radius to a realistic range. | | Output tables truncated | In Preferences set a larger “Maximum rows displayed” or export the tables to Excel for full analysis. |

Seamlessly links with RS3 to accommodate complex steady-state and transient groundwater seepage and pore pressure conditions.