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In order to Increase the bearing characteristics of prestressed large-power concrete (PHC) piles, this paper proposes the usage of metal strands and metal bars as opposed to steel reinforcement for PHC piles or PHC piles wrapped in BFRP. 8 PHC piles have been analyzed underneath very low-cycle loading to review their seismic general performance. In
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Usually 2.five cm increase in diameter is presented for shells with respect for their bottom a person. Also, metal mandrel or core is accustomed to pushed the shell sections. Stage taper random piles could be pushed as much as 36 m of depth. This type of pile might be helpful as friction pile in addition to close bearing pile. The edge in contrast
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