mayliss
Member
I am confused on how to determine the critical depth of piles. I see that is something I need calculate, if I want to find Q tip and Q friction. I have read in some of my notes that I need to take 50% of the pile length in other notes 10D, 20D etc. I am not really sure which one is it. Also I see the beta, alpha and lambda method to solve for friction, but do I need them all or they should give me the same answer?
If anybody has any information appreciated.
Thanks
If anybody has any information appreciated.
Thanks