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my understandind, if the pile is driven piles, the tip friction should be considered. the drilled piles, the friction may be negelectable . loose to medium sandy soils in all cases.

molerat2210 assuming the medium dense silty sands, floating piles.

many designer only consider either friction or bearing during design. for instance, caison piles usually design for bearing, pipe piles for friction. can i consider the both for the above piles.