The planar mechanism governing J1 is the most critical.
| Step | Action | Slide3 Module | |------|--------|---------------| | 1 | (no water) – baseline FS. | Static | | 2 | Transient infiltration – solve for pore‑pressure distribution at t = 12 h (peak). | Hydrology + Static | | 3 | Kinematic search – generate all admissible slip surfaces (planar, wedge, circular). | Kinematic | | 4 | Limit‑equilibrium – compute FS for each mechanism using Strength (Mohr‑Coulomb) and Shear on joints. | Strength | | 5 | Monte‑Carlo – random sampling of φ and c (Gaussian) → 10 000 realizations → distribution of FS. | Statistical | | 6 | Post‑processing – extract critical mechanism, deformation contours, factor‑of‑safety maps. | Results | rocscience slide3 upd crack full
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