Abstract
ABSTRACT Pipe pile models were installed with varying pile lengths in accordance with the ratio (L/D = 15 and 20) in loose, sandy soil with a relative density of 25%. Open-ended pipe piles at distances of two or three dimensions now have interior wings added. The new model shows a larger bearing capacity than the traditional pipe piles (open-ended and closed-ended), which is the most significant outcome of the experimental work done to build the traditional open-ended pipe piles model. The bearing capacities of open-ended pipe piles with interior wings (OE-IW 2D, 3D, 4D, and 5D) are higher than those of typical open-ended piles (94%, 99%, 55% and 136%), and for (L/D = 15), they are (48%, 52%, 18% and 80%) higher than those of closed-end piles. While Open-ended piles with interior wings (OEIW 2D, 3D, 4D, 5D) have a higher-bearing capacity (34%, 40%, 38% and 9%) than the traditional open-ended pile.
Published Version
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