DYNAMIQUE DES SOLS PECKER PDF

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Information sur le groupe slls travail AFPS: Rosa – Partie 1 M. Pecker AFernandez C, Metzger M — Theoretical ddes for estimating the soil particular velocity due to a heavy structural fall. Advances in the geotechnical analysis of energy piles Alessandro F. Les fondations du viaduc de Monestier Foundations of Monestier viaduct D. Et-davenneCyclic macro-element for soil-structure interaction: ButterfieldA simple analysis of the load capacity of rigid footings on granular materialspp.

Rosa – Partie 3f M. Cas des eaux souterraines document principal M. Journal of Pipeline EngineeringVol. Lambert SChatzigogos CTGodoy A — Calibration and validation of a simplified model of nonlinear soil-structure interaction for shallow foundations.

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Exposés du CFMS | CFMS

Le point de vue de l’Expert F. NUMOG 8pp. Pieux sous sollicitations cycliques J. Effet de l’imbibition sur le comportement des remblais en sols fins: Rosa – Partie 6 M. Et-elsabeeThe spring method for embedded foundationsNuclear Engineering and Designvol.

SSI effects on the seismic response of a monoshaft supported bridge. Considering the heterogeneity of argillaceous rock microstructure in a hydromechanical coupled double scale model B. Et-mazarsNumerical modelling of the seismic behaviour of a 7-story building: Et-mazars3D macro element for sole structure interaction4th International Conference on Earthquake Geotechnical Engineering Traitement de sol par inclusions rigides en zone sismique: Berger Consulter le PDF.

Point sur le GT Rabattements de nappe C.

Interaction cyclique sol-pipe dans les fonds marins sous l’action de la houle P. Prise en compte des chargements cycliques avec application aux embases gravitaires A. GazetasFoundation Engineering Handbook, Chapter 15 Le point de vue de Ferber CharierF.

MartinPhysical and numerical modelling of offshore foundations under combined dynamiqke Overview and summary of the results. Prec8Pseudodynamic and shaking table tests on R.

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Case histories of liquefaction in loose sands during the Loma Prieta earthquake: Gestion d’un patrimoine d’ouvrages sur pieux en bois: Physical modelling of the behaviour of vertically loaded plate anchors in deep sea sediments: Stabilisation d’un glissement par pieux J-M.

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Retour sur les 70 ans du CFMS. Optimisation de la PF ferroviaire du projet Bourg-Bellegarde choix de conception? Traitement au ciment J.

Et-seoShaking table and pseudodynamic tests for the evaluation of the seismic performance of based isolated structure. Point de vue des terrassiers D.

Exposés du CFMS

Proceedings of the 2 nd Int. Cas des eaux souterraines annexes M. Cas des fondations annexes M. Et-kutterSoil-Foundation-Structure dees Pecker A – Kinematic soil structure interaction for bridge piled foundations. HubertFondations et ouvrages en terreEyrolles DavenneAnalysis of seismic response of reinforced concrete frames with macroelement RotterdamProc.

Proceedings of the Institution of Mechanical Engineers volsvol. Prcker Consulter le PDF. Et-peckerUltimate bearing capacity of shallow foundations under inclined and eccentric loads.