Design Considerations

deep seated failures diagram
  1. What is the soil type / conditions where the anchor will reside?

  2. What is the vertical height of the embankment?

  3. What is the slope angle?

  4. How deep is the failure plane?

  5. Is there pore water pressure within the embankment?

  6. Using a standard geotechnical embankment stabilization program, how much load needs to be applied to the surface to stabilize the slope?

  7. What is the factor of safety (usually between 1.2 to 1.5)?

  8. What is the design life?

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