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  1. seerc

    Compressive strength of concrete for skin friction piles

    I had previously designed piles with concrete 28 day strength of 28MPa and then tests on site revealed that the concrete used had only 20MPa strength. Now I need to determine either that is adequate or that I need to modify the piles in some way. Some suggested remedies would be appreciated.
  2. seerc

    Compressive strength of concrete for skin friction piles

    How does one determine the required minimum 28 day compressive strength of concrete for cast-in-place skin friction piles?

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