bejotycox
Geotechnical
- Aug 9, 2007
- 4
I am looking for a good reference or design standards for circular caisson reinforcement and sinking procedures. Specifically looking for guidelines for prevention of tipping during the sinking sequence.
Wanting to sink a 30 ft diameter concrete caisson to approximately 90 ft, but there is a possiblity of an unbalanced load, which could lead to excessive tipping and possibly create a dangerous situation if not prevented or mitigated.
Any suggestions?
Wanting to sink a 30 ft diameter concrete caisson to approximately 90 ft, but there is a possiblity of an unbalanced load, which could lead to excessive tipping and possibly create a dangerous situation if not prevented or mitigated.
Any suggestions?