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Drilled Caissons (Concrete) Factor of Saftey

bigmig

Structural
Aug 8, 2008
394
Looking for a point in the right direction for a factor of saftey required for drilled concrete piers (bearing etc). Thank you.
 
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Typically, we start with partial safety factors—2 for skin friction and 3 for tip resistance—and then do a final check with a global safety factor between 2 and 3.5. Global FS depends on your information; it’s a function of soil conditions, how comprehensive the site investigation was, and what type of tests were performed.

NHI has a manual on drilled shafts.

I’m not a geotech or bridge person…you’ll get a better answer from a geotech or a bridge person.
 

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