Piles using water jetting - Sandy soil
Piles using water jetting - Sandy soil
(OP)
In designing water jetted piles, is there a design procedure different from standard driven piles?
When these piles are installed, since there are no blow counts, how do you determine that you have reached load capacity?
Any books on this?
When these piles are installed, since there are no blow counts, how do you determine that you have reached load capacity?
Any books on this?






RE: Piles using water jetting - Sandy soil
No books that I am aware of.
www.SlideRuleEra.net
www.VacuumTubeEra.net
RE: Piles using water jetting - Sandy soil
RE: Piles using water jetting - Sandy soil
You could call GRL and ask them to determine the pile capacity by dynamic (PDA) testing.
www.PeirceEngineering.com
RE: Piles using water jetting - Sandy soil