
Oakland Hills, CA
Ridgeline Hillside Stabilization
Challenge
60-ft cut slope with active creep and shallow perched groundwater. Existing retaining system had failed — owner had 8 weeks before grading permit expired.
Approach
Limit-equilibrium analysis confirmed factor of safety < 1.1 under saturation. Recommended soil-nail + shotcrete system with 220 nails at 5-ft centers and positive drainage behind the face.
- 1.61
- Factor of safety
- 220
- Soil nails installed
- 8 wk
- Permit window








