The new deep water quay “Port 2000” of Le Havre, France: Field monitoring and performance prediction

Numerical Models in Geomechanics - 9th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2004

Volumn , Issue , 2004, Pages 565-572

  Marten, S ^a   Delattre, L ^a   Nguyen, Ph D ^a   Bourgeois, E ^a   Joignant, Ph ^b   Gobert, J L ^c  

^a University Paris Est LCPC   (France)

^b Port Autonome du Havre   (France)

^c SOLETANCHE BACHY   (France)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; GEOMECHANICS; NUMERICAL METHODS;

CONSTRUCTION TECHNIQUE; COUPLED MODELING; DEEP WATER; FIELD MONITORING; PERFORMANCE PREDICTION; STRUCTURAL SYSTEMS;

NUMERICAL MODELS;

EID: 84868535545     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Dauvisis, J.P. & Ménard, L. 1964. Etude expérimentale du tassement et de la force portante de fondations superficielles. Sols-Soils (10): 11-23.
2. Delattre, L. 1999. Comportement des écrans de soutènement - expérimentation et calculs. PhD-thesis, Ecole Nationale des Ponts et Chaussées, France. 491 pages.
3. Delattre, L.; Mespoulhe, L.; Faroux, J.P. 1995. Monitoring of a cast in place concrete quay wall at the port of Calais, France. Field Measurements in Geomechanics. 4th International Symposium, Bergamo, Italy: 73-80.
4. Nguyen, Ph.D. 2003. Modélisation numérique des soutènements d’excavation. PhD-thesis, Ecole Nationale des Ponts et Chaussées, France. 288 pages.