Can anyone point me in the right direction for the allowable uplift capacity of a drilled pile? The pile will be a 13.625" diameter (80 ksi) casing. I need to find the uplift capcity based on skin friction and self weight at a certain depth. Thanks all
The Geotech engineer should be able to give you allowable skin friction values for pile uplift. I think its important to ask them for these values, not for the structural to derive them on his own.