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The foundation of the Crozet bridge. A case study

Identyfikatory
Warianty tytułu
Konferencja
XIII Polish-French Colloquium: Soil and Rock Mechanics in Civil and Environmental Engineering, Wrocław, June 9-10, 2004
Języki publikacji
EN
Abstrakty
EN
The Crozet bridge is located on the Grenoble-Col du Fau motorway, in the Grenoble-Sisteron intinerary, fifteen kilometres south of Grenoble, Frace. It crosses a 350 m wide valley and the RN75 national road. The adaptation of the bridge to the lanscape has involved an arch design with three bays (direction of Grenoble-Sisteron) and one bay (direction of Sisteron-Grenoble). The supports of the structure were difficult to build because of a huge horizontal force and a low displacement tolerance. The low stiffness and strength characteristics foreseen led to a geotechnical investigation by cyclic pressuremeter tests with a friction angle and cohesion interpretation. The foundation calculations were carried out by the CESAR-LCPC program to determine the support rigidity. A complete computation of the bridge was done with the calculated support rigidity which showed that displacements of the arches were lower than the tolerance limit. The bridge is located in the area of low seismic activity and the design takes into account the maximum foreseeable magnitude. The soil liquefaction risk was analysed as well. Monitoring carried out for completion of the bridge in 1999 and along the surveying shows displacements lower than tolerance values. Since 1999, the bridges has withstood huge service weights without any difficulty.
Słowa kluczowe
Wydawca
Rocznik
Strony
125--142
Opis fizyczny
Bibliogr. 18 poz., tab., wykr., rys.
Twórcy
autor
  • LIRIGM, Universite Joseph Fourier, BP 53, 38041, Grenoble, France
autor
  • LIRIGM, Universite Joseph Fourier, BP 53, 38041, Grenoble, France
autor
  • Scetauroute, 3, rue Docteur Schweitzer, 38180, Seyssins, France
autor
  • AREA, av. Jean Monnet, BP 48, 69671, Bron, Cedex, France
autor
  • FondaConcept, 14, rue de Palestro, 93500, Pantin, France
Bibliografia
  • [1] BASUDHAR P., KUMAR D., Performance studies of cavity expansometer. A monocell pressuremeter, “The pressuremeter and its new avenues”, Proc 4th Int. Symp., Sherbrooke, 1995, 73–80.
  • [2] Fascicule 61, titre II, 1971, Bulletin Officiel, Ministère de l’Equipement, du Logement, des Transports.
  • [3] Fascicule 62, titre V, 1993, Cahier des clauses techniques générales applicables aux marchés publics de travaux, Ministère de l’Equipment, du Logement, des Transports.
  • [4] FAWAZ A., BIGUENET G., BOULON M., Déformations d’un sol pulvérulent lors de l’essai pressiométrique, Revue Française de Géotechnique, 2000, No 90, 3–13.
  • [5] GaiaPress, 2000, http://www.gaiatech.info.
  • [6] Gaiatech 1989, Procédé d’essai de forage, Brevet Français No 89 09674, Lyon.
  • [7] IQOA, Image de la Qualité des Ouvrages d’Art, SETRA, 21/03/1994.
  • [8] ITSEOA, Fascicules de l’Instruction Technique de la Surveillance et de l’Entretien des Ouvrages d’Art de la Direction des Routes et de la Circulation Routière, 26/12/1995.
  • [9] LAC C., Analyse tridimensionnelle de la fondation d’un viaduct en arc, Journées d’étude de l’ENPC: La pratique des calculs tridimensionnels en géotechnique, Actes des journées d’etudes ENPC, Presses de l’ENPC, Paris, 1998, 131–141.
  • [10] MENARD L., Pressiomètre, Brevet Français, 1955, No 1.117.983, Paris.
  • [11] MENARD L., Mesures des propriétés physiques des sols, Annales des Ponts, et Chaussées, Paris, 1957, No 14, 357–377.
  • [12] MONNET J., GIELLY J., Détermination d’une loi de comportement pour le cisaillement des sols pulvérulents, Revue Française de Géotechnique, 1978, No 7, 45–66.
  • [13] MONNET J., Theoretical study of elasto-plastic equilibrium around pressuremeter in sands, 3th International Symposium on Pressuremeters, Oxford, 1990, 137–148.
  • [14] MONNET J., KHLIF J., Etude théorique et expérimentale de l’équilibre élasto-plastique d’un sol pulvérulent autour du pressiomètre, Revue Française de Géotechnique, 1994, No 67, 3–12.
  • [15] MONNET J., CHEMAA T., Etude théorique et expérimentale de l’équilibre élasto-plastique d’un sol cohérent autour du pressiomètre, Revue Française de Géotechnique, 1995, No 73, 15–26.
  • [16] Norme Française NF P 94-110 1991, Essai pressiométrique Ménard, AFNOR.
  • [17] SEED H.B., IDRISS I.M., Simplified procedure for evaluation soil liquefaction potential, Journal of the Soils Mechanics and Foundation Division, 1971, SM9, 1249–1273.
  • [18] SEED H.B., Test procedures for measuring soil liquefaction characteristics, Journal of the Soil Mechanics and Foundation Division, 1971, Vol. 58, No 5, 1099–1119
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAR2-0004-0128
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