any difference between driven pile and bored pile bearing capacity cal
any difference between driven pile and bored pile bearing capacity cal
(OP)
It seems to me no difference in the calculation despite of the different construction method. I used "alpha" method for cohesive soil and "beta" method for non-cohesive soil and do not consider the base capacity. Any opinion? Thanks for your input.





RE: any difference between driven pile and bored pile bearing capacity cal