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Réparation de la Structure d'un RDC d'un immeuble R+4

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J'ai un RDC d'un immeuble R+4 qui présente de faible résistance à la compression (moyenne de 14 Mpa) alors que le reste du bâtiment a une bonne résistance à la compression (moyenne de 22 Mpa) . Quel serait la meilleur solution selon vous pour réparer ? 



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