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Study on a semi-probabilistic method for embankment hydraulic works / Laurent Peyras in European journal of environmental and civil engineering, Vol. 14 N° 5 (Mai 2010) 

Public ISBD [article]  in European journal of environmental and civil engineering > Vol. 14 N° 5 (Mai 2010) . - pp. 669-691 Titre : Study on a semi-probabilistic method for embankment hydraulic works : Application to sliding mechanism Type de document : texte imprimé Auteurs : Laurent Peyras, Auteur ; Sébastien Merckle, Auteur ; Paul Royet, Auteur Année de publication : 2011 Article en page(s) : pp. 669-691 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Dam  Embankment  Dike  Hydraulic  work  Limit-state  Design  Partial  factor  Security Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Both in France and at the global level, hydraulic works have remained excluded from semi-probabilistic regulations. As far as embankment hydraulic works are more specifically concerned, there are no formal rules for their design. In this context, the French Commitee on Large Dams initiated a research project to define a semi-probabilistic limitstate method for the design of embankment hydraulic works. This paper accounts for the work done over two years. It determines the position of embankment hydraulic works in relation to Eurocode 7. It briefly outlines the suggested semi-probabilistic limit-state method and focuses on the sliding limit-state. Applying the method to a pseudo-homogenous dam helps comparing the standard deterministic practice, the Eurocode 7-based approach and the developed semiprobabilistic method. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/resnum.jsp [article] Study on a semi-probabilistic method for embankment hydraulic works : Application to sliding mechanism [texte imprimé] / Laurent Peyras, Auteur ; Sébastien Merckle, Auteur ; Paul Royet, Auteur . - 2011 . - pp. 669-691. Génie Civil Langues : Anglais (eng) in European journal of environmental and civil engineering > Vol. 14 N° 5 (Mai 2010) . - pp. 669-691 Mots-clés : Dam  Embankment  Dike  Hydraulic  work  Limit-state  Design  Partial  factor  Security Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Both in France and at the global level, hydraulic works have remained excluded from semi-probabilistic regulations. As far as embankment hydraulic works are more specifically concerned, there are no formal rules for their design. In this context, the French Commitee on Large Dams initiated a research project to define a semi-probabilistic limitstate method for the design of embankment hydraulic works. This paper accounts for the work done over two years. It determines the position of embankment hydraulic works in relation to Eurocode 7. It briefly outlines the suggested semi-probabilistic limit-state method and focuses on the sliding limit-state. Applying the method to a pseudo-homogenous dam helps comparing the standard deterministic practice, the Eurocode 7-based approach and the developed semiprobabilistic method. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/resnum.jsp