REDO Posted February 22, 2011 Report Share Posted February 22, 2011 Bonsoir mes amis; J'ai besoin d'aide et de conseils pour le dimensionnement d'un radier d'un puit d'aération d'une station d'épuration par lagunage aéré; le sol recevant l'ouvrage est composé essentiellement d'argile verdâtre sur 10 m de profondeur et qui devienne compact à partir de 4.50m selon le rapport de sol et la contrainte admissible est 0.6 bars. 1- est ce qu'il faut aller jusqu'a 4.50m de profondeur sachant que la profondeur du puit est 1.50m? 2- est ce qu'un rattrapage de niveau en gros béton de 3.00m est faisable? Merci de m'orienter sur la saolution a adopter. Merci. Quote Link to comment Share on other sites More sharing options...
keraz Posted February 22, 2011 Report Share Posted February 22, 2011 Quote Link to comment Share on other sites More sharing options...
SANYO Posted February 22, 2011 Report Share Posted February 22, 2011 Quote Link to comment Share on other sites More sharing options...
REDO Posted February 22, 2011 Author Report Share Posted February 22, 2011 Quote Link to comment Share on other sites More sharing options...
jamsnet Posted February 23, 2011 Report Share Posted February 23, 2011 Quote Link to comment Share on other sites More sharing options...
NOUREDDINE_KHALED Posted February 23, 2011 Report Share Posted February 23, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted February 23, 2011 Report Share Posted February 23, 2011 Quote Link to comment Share on other sites More sharing options...
idakoro Posted February 23, 2011 Report Share Posted February 23, 2011 Quote Link to comment Share on other sites More sharing options...
REDO Posted February 23, 2011 Author Report Share Posted February 23, 2011 Quote Link to comment Share on other sites More sharing options...
REDO Posted February 23, 2011 Author Report Share Posted February 23, 2011 Quote Link to comment Share on other sites More sharing options...
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