Design of Cantilever sheet pile wall

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  • Опубліковано 4 лис 2024

КОМЕНТАРІ • 11

  • @melkamyihun8859
    @melkamyihun8859 3 роки тому

    Thanks for the video, it was very helpful

  • @MosesEmmanuel-fl9su
    @MosesEmmanuel-fl9su Рік тому

    thanks for the video, it is very helpful to some point. please i have serious issue understanding how the A1, A2, A3, A4 equations was derieved for the calculation of L4 polynomial. please i wish i can get urgent response to that i will be very grateful

  • @robkeaveney7899
    @robkeaveney7899 4 роки тому +1

    Thanks for the video, it was very helpful. If you were to have the watertable say 1m below the dredge line, how would that affect your your calculations?

    • @civilengineering4free106
      @civilengineering4free106  4 роки тому

      In any case including the one you stated in your question, if there is varying ground water table, we have to adjust the active and passive earth pressure equations by considering effective stress rather than total stress. Thanks Rob .

  • @shubhamrajshristy795
    @shubhamrajshristy795 3 роки тому

    thnx for video mate

  • @ytban007
    @ytban007 2 роки тому

    how to determine the allowable stress at the last equation?

    • @civilengineering4free106
      @civilengineering4free106  2 роки тому

      The allowable stress is determined as the ratio of ultimate stress and factor of safety.

  • @SherwanTahir
    @SherwanTahir Рік тому

    100