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Uplift on Belled Drilled Pier

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I am working on a drilled pier foundation for a pre-engineered metal
building.  There are significant uplift loads on the frames.  I will be 
belling the bearing ends of the piers.  For uplift resistance I know I
can use skin friction.  But for the bell contribution, how is uplift
resistance calculated?  Is it the weight of a soil wedge based on the
angle of friction?



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