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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. | rocscience slide3 upd crack full
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| Source | Data | Treatment | |--------|------|-----------| | | Joint orientation, spacing, persistence, roughness (JRC). | Imported into Slide3 via Discontinuity editor; persistence set to “continuous”. | | Laboratory testing | Direct shear on jointed specimens → φ = 30° ± 4°, c = 0.5 MPa ± 0.1 MPa. | Normal‑stress‑dependent shear strength curve defined (Mohr‑Coulomb). | | In‑situ hydraulic testing | Permeability k ≈ 2 × 10⁻⁶ m/s (joint‑controlled). | Assigned to J1 using Joint Hydraulic Conductivity option. | | Topographic survey | 5‑m DEM (LiDAR) – exported as .txt for Slide3 grid generation. | Interpolated to a 2‑m × 2‑m cell size (≈ 1 500 cells). | | Rainfall record | 150 mm over 24 h (storm #12/2025). | Used as transient infiltration boundary condition (surface ponding). | The RocScience Slide3 software offers a wide range
Maya’s first task was to import the field data into module—software designed specifically for three‑dimensional slope stability analysis. She stared at the screen as the program ingested over a hundred thousand data points: LiDAR scans, borehole logs, and the results of in‑situ shear tests. The software’s sleek interface displayed a towering cliff face rendered in vivid blues and reds, each color representing a different factor of safety.
In software development, updates (UPDs) are crucial for ensuring that the software remains stable, secure, and functional. UPDs often include bug fixes, new features, and performance enhancements. | | Probability of failure | 38 % for FS < 1
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