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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Slippage 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...

Standards and norms

AFNOR Eurocode 7: Geotechnical design – Part 1: General rules. - NF EN 1997-1 - juin 2005
AFNOR Eurocode 7: Geotechnical design – Part 2: Site reconnaissance and testing. - NF EN 1997-2 - septembre 2007
AFNOR Justification of geotechnical works – Eurocode 7 national application standard – Surface foundations. - NF P 94-261 - juin 2013
AFNOR Justification of geotechnical works – Eurocode 7 national...

Regulations

Décret n° 2010-1254 du 22 octobre 2010 relatif à la prévention du risque sismique NOR : DEVP0910497D.

Décret n° 2010-1255 du 22 octobre 2010 portant délimitation des zones de sismicité du territoire français NOR : DEVP0823374D.

Arrêté du 22 octobre 2010 relatif à la classification et aux règles de construction parasismique applicables aux bâtiments de la classe dite " à risque...