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Probleme de conception


NOUARI

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j'ai une strcuture en R+1,dans le niveau rdc il est projete une bache d'eau semi enterree de 50M3 de capacite

Le rapport du sol preconise des semelles filante;le bon sol est atteint à une profondeur minimale de 1.6m

si en pose le radier de la bache dans le meme niveau de selui des semelle filantes comment justifier la resistance ainsi la stabilite des deux elements semelles filantes et radier?

quelles sonts les solutions à proposées

j'attends votres paticipations

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