Three-Dimensional Limit-Equilibrium Comparison and Anchorage Design of a Multi-Plane Potentially Unstable Rock Block on a Hydropower Station Slope
Accurate stability assessment of potentially unstable rock blocks is essential for the safe construction and operation of hydropower infrastructure. This study applies a comparative limit-equilibrium workflow to a single, well-characterized sliding-type rock block (156.7 m3) bounded by three discontinuities (J1 250°/35...