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  • Users: blrmdcr
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  1. blrmdcr

    Slope Stability - Crane Pad

    I have an application where a crane pad is recommended on a site that has an embankment fill overlooking a tidal bay. The embankment is about 10 feet in height. For a slope stability evaluation, is anyone aware of documentation that supports a recommended minimum factor of safety against slope...
  2. blrmdcr

    minipiles, bored micropiles

    I have been asked by a designer to provide recommendations for drilled micropiles to resist both compressive and uplift loading. The piles will be drilled into bedrock. I am looking for a resource (manual, etc.) that addresses grout/bedrock bond strenths, etc. Can anyone provide assistance...
  3. blrmdcr

    Slope Reinforcement W/ Steel H-Piles

    Is there a rational method to account for the presence of steel H-Piles along the top of a slope (or mid-slope where a multi-tiered wall system is proposed)when analysing slope stability.

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