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Fondations superficielles et profondes - sbgimr

Fondations superficielles et profondes - sbgimr

Fondations superficielles et profondes - sbgimr

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Charge limite totale Q lPieux en compressionPieux en arrachementQ l = Q p + Q sQ l = Q sTubes métalliques battus ouverts, pieux H <strong>et</strong> palplanchesPρ pρ sk pApérimètrecoefficient réducteurcoefficient réducteurfacteur de portance d’un pieu à refoulementSection de la pointe

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