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j'ai un probleme lié a la nature geotechnique du sol.

en effet l'etude de sol stipule que la nature est une marne argileuse gonflante sans donner la pression de gonflement

les questions que je pose les suivantes:

1/ comment faire la lecture de cette pression de gonflement sur l'essai de cisaillement/permeabilité

2/quel est le mode de fondation le plus approprié ? radier? semelle filante????


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