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– Installation of piezometers across J1 at three depths (10 m, 20 m, 30 m) will provide early warning of pressure spikes. Inclinometers aligned with the joint dip will detect lateral movement exceeding 5 mm, which the model predicts as the onset of failure.

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Key additions included statistics and sensitivity analysis for bolts and seismic conditions, new material failure criteria (Vertical Undrained, CNI), and updated geosynthetic libraries.

By summer the crack's opening had stopped widening. The factor-of-safety in Marco’s refined model climbed back to comfortable margins when the relief drain was included. The county thanked him with a short email that used fewer adjectives than his relief warranted. – Installation of piezometers across J1 at three

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| Mechanism | Description | FS (dry) | FS (wet, t = 12 h) | |-----------|-------------|----------|--------------------| | | Slip surface parallel to joint J1, intersecting crown and toe. | 1.78 | 1.34 | | Wedge | Two‑joint block bounded by J1 and a bedding plane (dip = 20°). | 1.45 | 1.12 | | Circular | Rotational slide centred at 22 m depth, radius = 28 m. | 1.60 | 1.38 | The appeal of cracked software lies in its

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