03-29-2009, 11:30 AM
(03-29-2009, 07:46 AM)bhowmik Wrote: Hi all, good day! Can someone advise me how to model a pile as a (vertical/horizontal) spring below foundation? Specially in ETABS or STAAD model.
Hi, usually I model the spring constant as a Pile capacity / Allowable displacement. I use this when model a pile in SAFE software.