Design of Cantilever sheet pile wall

  Рет қаралды 18,033

Civil Engineering 4 free

Civil Engineering 4 free

Күн бұрын

Пікірлер: 11
@melkamyihun8859
@melkamyihun8859 3 жыл бұрын
Thanks for the video, it was very helpful
@civilengineering4free106
@civilengineering4free106 3 жыл бұрын
your welcome. share this channel to reach others
@MosesEmmanuel-fl9su
@MosesEmmanuel-fl9su Жыл бұрын
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 жыл бұрын
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 жыл бұрын
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 жыл бұрын
thnx for video mate
@civilengineering4free106
@civilengineering4free106 3 жыл бұрын
your welcome .
@ytban007
@ytban007 3 жыл бұрын
how to determine the allowable stress at the last equation?
@civilengineering4free106
@civilengineering4free106 3 жыл бұрын
The allowable stress is determined as the ratio of ultimate stress and factor of safety.
@SherwanTahir
@SherwanTahir Жыл бұрын
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