5. Slippage of surface foundations

The principle of slip verification for shallow foundations consists in checking, at the appropriate limit states (see table 3 ), that the force applied horizontally to the foundation is weaker than the sum of the friction resistance under the base and the abutment resistance of the face opposite the force.

The justification of the non-slip foundation is thus based on the verification of the following inequality:

H_{d} \leq R_{h, d} + R_{p, d}

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General stability of surface foundations

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Bibliography

(1) - CEREMA - Guide méthodologique Eurocode 7 – Application aux fondations superficielles (NF P 94-261). - Collection référence Cerema (2015).
(2) - Comité Français des Barrages et Réservoirs (CFBR) - . – Recommandations pour la justification de la...

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