3. Excess loading of surface foundations

Checks on shallow foundations are carried out at the base of the foundation (figure 2 ), in relation to the force torsor (vertical force V _d, , horizontal forces H _d,x and H _d,y , moments M _d,x and M _d,y ). When a moment is present in the applied torsor, the resultant load is no longer centered and an eccentricity defined as :

e_{B} = \frac{M_{d, y}}{V_{d}} et e_{L} = \frac{M_{d, x}}{V_{d}}

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Excess loading of surface foundations

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Bearing capacity of shallow foundations

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...