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Auteur Hayat Bendjedia |
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Affiner la recherche Interroger des sources externesFiabilité des fondations superficielles et méthode de calcul de la capacité portante. / Hayat Bendjedia
Titre : Fiabilité des fondations superficielles et méthode de calcul de la capacité portante. Type de document : texte imprimé Auteurs : Hayat Bendjedia, Auteur ; A Belouar, Directeur de thèse Editeur : Constantine : Université Mentouri Constantine Année de publication : 2015 Importance : 153 f. Format : 30 cm. Note générale : 2 copies imprimées disponibles
Langues : Français (fre) Catégories : Français - Anglais
Génie CivilTags : Eurocode calcul géotechnique états limites ultimes approche de calcul fondation superficielle charges excentrées charges inclinées fiabilité facteurs de sécurité partiels ultimate limit states fo geotechnical design Design approach shallow foundations excentric loads inclined load Reliability Facteurs القانون الأروبي القيمة الحدية القصوى التصاميم الجيوتقنية مقاربة الحساب الأساسات السطحية الحمولة المائلة الحمولة غير الممركزة الموثوقية معامل الأمان الجزئي Index. décimale : 624 Génie civil Résumé : The Eurocode 7 on the ""Geotechnical design"" is now actively implemented throughout Europe. Part 1 of the ""General Rules"" was published in 2004. The National Annexes and documents were prepared for the final promulgation in the various European countries .
The design of footings is covered by Section 6 of Eurocode 7 Part 1, ŘSpread foundations.
this work describes the three DESIGN approaches (DA 1 , DA 2 , DA 2* et 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 differents vertical loads , 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 selections made of the design approach , as well as of the values for the partial
factors of safety , are explained for the two countries .
This work traces the development of Eurocode 7; it explains how the overall reliability of geotechnical structures is ensured in Eurocode 7; it shows how the limit state concept and partial factor method are implemented in Eurocode 7 for geotechnical designs; it explains how characteristic values are selected and design values obtained; it presents the partial factors given in Eurocode 7 to obtain the appropriate levels of reliability; and it examines the use of probabilitybased reliability methods, such as first order reliability method (FORM) analyses for geotechnical designs and the use of these methods for calibrating the partial factor values.
Diplôme : Magistère En ligne : ../theses/gcivil/BEN6754.pdf Format de la ressource électronique : Permalink : index.php?lvl=notice_display&id=9861 Fiabilité des fondations superficielles et méthode de calcul de la capacité portante. [texte imprimé] / Hayat Bendjedia, Auteur ; A Belouar, Directeur de thèse . - Constantine : Université Mentouri Constantine, 2015 . - 153 f. ; 30 cm.
2 copies imprimées disponibles
Langues : Français (fre)
Catégories : Français - Anglais
Génie CivilTags : Eurocode calcul géotechnique états limites ultimes approche de calcul fondation superficielle charges excentrées charges inclinées fiabilité facteurs de sécurité partiels ultimate limit states fo geotechnical design Design approach shallow foundations excentric loads inclined load Reliability Facteurs القانون الأروبي القيمة الحدية القصوى التصاميم الجيوتقنية مقاربة الحساب الأساسات السطحية الحمولة المائلة الحمولة غير الممركزة الموثوقية معامل الأمان الجزئي Index. décimale : 624 Génie civil Résumé : The Eurocode 7 on the ""Geotechnical design"" is now actively implemented throughout Europe. Part 1 of the ""General Rules"" was published in 2004. The National Annexes and documents were prepared for the final promulgation in the various European countries .
The design of footings is covered by Section 6 of Eurocode 7 Part 1, ŘSpread foundations.
this work describes the three DESIGN approaches (DA 1 , DA 2 , DA 2* et 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 differents vertical loads , 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 selections made of the design approach , as well as of the values for the partial
factors of safety , are explained for the two countries .
This work traces the development of Eurocode 7; it explains how the overall reliability of geotechnical structures is ensured in Eurocode 7; it shows how the limit state concept and partial factor method are implemented in Eurocode 7 for geotechnical designs; it explains how characteristic values are selected and design values obtained; it presents the partial factors given in Eurocode 7 to obtain the appropriate levels of reliability; and it examines the use of probabilitybased reliability methods, such as first order reliability method (FORM) analyses for geotechnical designs and the use of these methods for calibrating the partial factor values.
Diplôme : Magistère En ligne : ../theses/gcivil/BEN6754.pdf Format de la ressource électronique : Permalink : index.php?lvl=notice_display&id=9861 Exemplaires (1)
Code-barres Cote Support Localisation Section Disponibilité BEN/6754 BEN/6754 Thèse Bibliothèque principale Thèses Disponible
