How do we handle the case (i.e. pile capacity) when the unsupported length of the pile like in a marine structure is very high, for example the klu/r is equal to 120???
Regards,
Lambert
How do we handle the case (i.e. pile capacity) when the unsupported length of the pile like in a marine structure is very high, for example the klu/r is equal to 120???
Regards,
Lambert
Regards,
Lambert
How do we handle the case (i.e. pile capacity) when the unsupported length of the pile like in a marine structure is very high, for example the klu/r is equal to 120???
Regards,
Lambert