Jul 20, 2011 #1 SAL613 Geotechnical Joined Jul 20, 2011 Messages 1 Location US How do you take into account the bearing capacity against the bell when calculating the uplift capacity of a belled caisson? Can this component of resistance be combined with the frictional resistance along the shaft?
How do you take into account the bearing capacity against the bell when calculating the uplift capacity of a belled caisson? Can this component of resistance be combined with the frictional resistance along the shaft?
Jul 20, 2011 #2 SlideRuleEra Structural Joined Jun 2, 2003 Messages 5,527 Location US See: thread256-39166 http://www.SlideRuleEra.net http://www.VacuumTubeEra.net Upvote 0 Downvote
Jul 23, 2011 #3 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Only if the rebar cage extends into the bell. Upvote 0 Downvote
Jul 23, 2011 #4 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Well...you do get some resistance from the shear strength of the concrete at the bell/shaft interface also. Upvote 0 Downvote
Well...you do get some resistance from the shear strength of the concrete at the bell/shaft interface also.
Jul 26, 2011 #5 molerat2210 Geotechnical Joined May 18, 2007 Messages 136 Location US See FHWA Drilled Shafts manual. It covers this topic. Free download for the website. http://www.fhwa.dot.gov/engineering/geotech/ Upvote 0 Downvote
See FHWA Drilled Shafts manual. It covers this topic. Free download for the website. http://www.fhwa.dot.gov/engineering/geotech/