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1️⃣ Geometry → Draw a 45° slope (height = 120 m, dip = 30°). 2️⃣ Materials → Rock = Hoek‑Brown (mi = 0.35, s = 0.005, GSI = 55). 3️⃣ Cracks → Insert a **Crack‑74** element at the toe, 15 m long, 2 m deep. 4️⃣ Boundary → Apply a hydrostatic water head of 20 m on the slope surface. 5️⃣ Analysis → Choose **Static → Non‑Linear** → Run. 6️⃣ Output → Review *Factor of Safety*, *Crack Opening* (mm), and *Water Pressure* contour maps. However, it is essential to note that using