Titre :	Etude De foundation profend sous des charges latérales et axiales En zone sismique
Type de document :	texte imprimé
Auteurs :	Hanane Benyoues, Auteur ; Daouia Mabrouk, Auteur ; Amar Chanti, Directeur de thèse
Editeur :	CONSTANTINE [ALGERIE] : Université Frères Mentouri Constantine
Année de publication :	2019
Importance :	125 f.
Format :	30cm.
Note générale :	Une copie electronique PDF disponible au BUC.
Langues :	Français (fre)
Catégories :	Sciences de la technologie:Génie civil
Index. décimale :	630 Génie Civil
Résumé :	This Memory concerns the deep foundation study under lateral and axial loads of a prestressed concrete road bridge. The structure concerned is a bridge located at Souk el tenine, Bejaia on the RN9 from PK 00 + 000 to PK 01 + 060, its total length is of the order of 33.4 m; which consists of a single span. The objective of this project is to create a structure crossing the RN9 national road. in fact, a detailed study has been carried out on the behavior of the various elements composing this bridge and especially the piles according to the multiple stresses: permanent actions, actions due to the overloads of circulation and equipment, and the accidental actions of the seismic type. A numerical modeling and analysis treatment was realized Manual.
Diplome :	Master 2
Permalink :	https://bu.umc.edu.dz/master/index.php?lvl=notice_display&id=12591

Etude De foundation profend sous des charges latérales et axiales En zone sismique [texte imprimé] / Hanane Benyoues, Auteur ; Daouia Mabrouk, Auteur ; Amar Chanti, Directeur de thèse . - CONSTANTINE [ALGERIE] : Université Frères Mentouri Constantine, 2019 . - 125 f. ; 30cm.
Une copie electronique PDF disponible au BUC.
Langues : Français (fre)

Catégories :	Sciences de la technologie:Génie civil
Index. décimale :	630 Génie Civil
Résumé :	This Memory concerns the deep foundation study under lateral and axial loads of a prestressed concrete road bridge. The structure concerned is a bridge located at Souk el tenine, Bejaia on the RN9 from PK 00 + 000 to PK 01 + 060, its total length is of the order of 33.4 m; which consists of a single span. The objective of this project is to create a structure crossing the RN9 national road. in fact, a detailed study has been carried out on the behavior of the various elements composing this bridge and especially the piles according to the multiple stresses: permanent actions, actions due to the overloads of circulation and equipment, and the accidental actions of the seismic type. A numerical modeling and analysis treatment was realized Manual.
Diplome :	Master 2
Permalink :	https://bu.umc.edu.dz/master/index.php?lvl=notice_display&id=12591