dcarr82775
Structural
- Jun 1, 2009
- 1,045
Looking at a circular jacking pit. Intention is to use secant piers. Inside diameter 26-ft, depth 26-ft, 24" shafts, no facing. I am good with all facets of the design except one. The pipe is 10'-6"O.D.. I am having trouble deciding how to model the portion of the compression ring with the hole in it. Anyone have experience in this?
Cheers
Cheers