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  1. ksaberi

    relation of tip shape and piles end bearing

    Please tell me if there is any relation between tip shape of a precast concrete driven pile and its end bearing? if dimension of the section of pile is 400x400mm with a piramid tip, is it suitable to design the tip with a 300mm height piramid? The SPT of soil at the tip is greater than 50.
  2. ksaberi

    piles end bearing

    please tell me is there any relation between precast concrete driven pile tip shape and its end bearing capacity?

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