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...
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...
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.
