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  1. DeepLiq

    Temporary Cofferdam design - What FOS should I use?

    I believe, per USACE, FS of Temporary Structures is 1.3 and FS of Permanent Structures is 1.5. You need to verify using USACE documents however, but I understand USACE may not control what you're attempting to design.
  2. DeepLiq

    geo conferences

    DFI, ADSC-IAFD, SuperPile, ASCE Geo-Institute

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