Design Considerations
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What is the soil type / conditions where the anchor will reside?
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What is the vertical height of the embankment?
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What is the slope angle?
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How deep is the failure plane?
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Is there pore water pressure within the embankment?
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Using a standard geotechnical embankment stabilization program, how much load needs to be applied to the surface to stabilize the slope?
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What is the factor of safety (usually between 1.2 to 1.5)?
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What is the design life?

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