Uplift Capacity of Belled Caissons (Drilled shafts with a bell)
Uplift Capacity of Belled Caissons (Drilled shafts with a bell)
(OP)
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?





RE: Uplift Capacity of Belled Caissons (Drilled shafts with a bell)
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RE: Uplift Capacity of Belled Caissons (Drilled shafts with a bell)
RE: Uplift Capacity of Belled Caissons (Drilled shafts with a bell)
RE: Uplift Capacity of Belled Caissons (Drilled shafts with a bell)
http://www.fhwa.dot.gov/engineering/geotech/