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Calcul portance : Site pour Parc Eolien


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J'ai besoin de calculer Contrainte admissible d'un sol (Site pour Parc Eolien ) à partir des résultats des essais pressiométriques (Ménard ).

Quelles dimensions prendre pour L (longueur ) et B (largueur ) (pour semelle semi profonde carré ? ou circulaire ? ) ,afin de déduire les termes De (Ancrage ) et Kp (Coefficient de portance ) et calculer le qa (Contrainte admissible)

lah yjazikom b lkhir

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