Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Verification of ultimate limit states in geotechnical design by Eurocode 7 in France and Germany
This paper describes the three design approaches (DA 1, DA 2 and DA 3) offered by Eurocode 7 on “Geotechnical design” for verifying ultimate limit states in persistent or transient design situations (i.e. under fundamental combinations). They are applied and compared in the case of a strip footing under eccentric and inclined loading. Both in France and in Germany, DA 2 has been selected for most geotechnical structures, though with some differences between the two countries for a limited number of cases. The principles and the choices made for the selection of the design approach, as well as of the values for the partial factors of safety, are explained for the two countries.
Verification of ultimate limit states in geotechnical design by Eurocode 7 in France and Germany
This paper describes the three design approaches (DA 1, DA 2 and DA 3) offered by Eurocode 7 on “Geotechnical design” for verifying ultimate limit states in persistent or transient design situations (i.e. under fundamental combinations). They are applied and compared in the case of a strip footing under eccentric and inclined loading. Both in France and in Germany, DA 2 has been selected for most geotechnical structures, though with some differences between the two countries for a limited number of cases. The principles and the choices made for the selection of the design approach, as well as of the values for the partial factors of safety, are explained for the two countries.
Verification of ultimate limit states in geotechnical design by Eurocode 7 in France and Germany
Frank, Roger (Autor:in) / Schuppener, Bernd (Autor:in) / Vogt, Norbert (Autor:in) / Weissenbach, Anton (Autor:in)
Revue Européenne de Génie Civil ; 11 ; 621-641
01.05.2007
21 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Eurocode 7 , géotechnical design , ultimate limit states , design approach , shallow foundation , load eccentricity , load inclination , partial factors of safety , calcul géotechnique , états limites ultimes , approche de calcul , fondation superficielle , charge excentrée , charge inclinée , facteurs de sécurité partiels
A few thoughts about ultimate limit states verification following Eurocode 7
| British Library Conference Proceedings | 1999
EN1997 EUROCODE 7: GEOTECHNICAL DESIGN
| British Library Online Contents | 2001
Eurocode for Geotechnical Design - EC7
| British Library Online Contents | 1996
Geotechnical Design to Eurocode 7
| TIBKAT | 1999
Geotechnical Design to Eurocode 7
| UB Braunschweig | 1999