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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). |
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