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| Item | Summary | |------|----------| | | Planar slip parallel to Joint J1, intersecting the crown and toe. | | Deterministic FS (wet) | 1.34 – below the required 1.5 safety margin. | | Probability of failure | 38 % for FS < 1.5 under the 10‑yr storm; 5 % for FS < 1.0. | | Primary control | Joint cohesion and transient pore‑pressure on J1. | | Design adequacy | Existing geometry is not sufficient for the design storm; mitigation is required. | Slide3 is used for various applications, including: The

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