!. Hauteur, Coefficient!d’amortissement CMM,!total CMM,!partie!en!gravier! IR,!total IR,!partie!en!gravier Sans!matelas,!total Sans!matelas,!partie!supérieure!enargile modèles rhéologiques prenant mieux en

T. Algie, M. Pender, R. Orense, and L. Et-wotherspoon, Dynamic field testing of shallow foundations subject to rocking. In Earthquake Prone building: How Ready Are We?, 2010.

D. Aubry, Sur une approche intégrée de l'interaction sismique sol-structure, journées communes fondations, propriété des sols et impératifs sismiques, cfms-afps, pp.81-100, 1986.

H. Bonab, Modélisation physique et numérique d'un pieu isolé dans du sable soumis à un impact latéral en tête, Thèse de doctorat, 2003.

R. Boulanger, C. Currus, B. Kutter, D. Wilson, and A. Et-abghari, Seismic Soil-Pile-Structure Interaction Experiments and Analyses, Journal of Geotechnical and Geoenvironmental Engineering, vol.125, issue.9, pp.750-759, 1999.
DOI : 10.1061/(ASCE)1090-0241(1999)125:9(750)

L. Briançon, Renforcement des sols par inclusions rigides -Etat de l'art, p.185, 2002.

M. Bustamante, F. Blondeau, and P. Et-aguado, Cahier des Charges Colonnes à Module Mixte, 2006.

R. Butterfield and G. Et-gottardi, A complete three-dimensional failure envelope for shallow footings on sand, G??otechnique, vol.44, issue.1, pp.181-184, 1994.
DOI : 10.1680/geot.1994.44.1.181

B. Byrne and G. Et-houlsby, Observations of footing behaviour on loose carbonate sands, G??otechnique, vol.51, issue.5, pp.463-466, 2001.
DOI : 10.1680/geot.2001.51.5.463

B. Byrne, G. Houlsby, and C. Et-martin, Cyclic loading of shallow offshore foundations on sand, Proceedings of the International Conference on Physical Modelling in Geotechnics -ICPMG, pp.277-282, 2002.

B. Byrne, F. Villalobos, G. Houlsby, and C. Et-martin, Laboratory testing of shallow skirted foundations in sand, BGA International Conference on Foundations: innovations, observations, designe and practice, pp.161-173, 2003.

M. Cassidy, B. Byrne, and G. Et-houlsby, Modelling the behaviour of circular footings under combined loading on loose carbonate sand, G??otechnique, vol.52, issue.10, pp.52705-712, 2002.
DOI : 10.1680/geot.2002.52.10.705

M. Cassidy, C. Martin, and G. Et-houlsby, Development and application of force resultant models describing jack-up foundation behaviour, Marine Structures, vol.17, issue.3-4, pp.165-193, 2004.
DOI : 10.1016/j.marstruc.2004.08.002

C. Chatzigogos, Comportement sismique des fondations superficielles: Vers la prise en compte d'un critère de performance dans la conception, Thèse de doctorat, 2007.

N. Chenaf, Interation inertielle et interaction cinématique sol-pieu, Thèse de doctorat, 2007.

O. Combarieu, Amélioration des sols par inclusions rigides verticales. application á l'édification de remblais sur sols médiocres, pp.57-79, 1988.

D. Combescure and T. Et-chaudat, ICONS european program seismic tests on R/C walls with uplift ; CAMUS IV specimen, ICONS project. CEA, Direction des Réacteurs Nucléaires, pp.0-27, 2000.

C. Cremer, Modélisation du comportement non linéaire des fondations superficelles sous séisme, Thèse de doctorat, 2001.

C. Dano, P. Hicher, and . Taillez, Engineering Properties of Grouted Sands, Journal of Geotechnical and Geoenvironmental Engineering, vol.130, issue.3, pp.328-338, 2004.
DOI : 10.1061/(ASCE)1090-0241(2004)130:3(328)

URL : https://hal.archives-ouvertes.fr/hal-01501215

A. Dhouib and F. Et-blondeau, Colonnes ballastées, 2005.

R. Dobry, M. Et-o-'rourke, R. Flores-berrones, and R. Whitman, Discussion on 'Seismic response of end-bearing piles, Journal of Geotechnical Engineering Division, p.109, 1983.

T. Dubreucq, J. Garnier, C. Favraud, and S. Et-noblet, Fondation sur sol renforcé par géotextiles: comparaison d'essais sur modèles centrifugés et modèles sous la gravité normale, Les modèles réduits en Génie Civil, pp.123-128, 1995.

M. El-naggar and M. Novak, Non-linear analysis for dynamic lateral pile response, Soil Dynamics and Earthquake Engineering, vol.11, pp.233-244, 1996.

M. Emerson, Corrélation entre données géotechniques et géophysiques à faible profondeur dans des sables, Thèse de doctorat, 2005.

L. Equihua, Modélisation des ancrages de structures offshore flottantes dans les grands fonds marins, Thèse de doctorat, 2008.

E. Faccioli, R. Paolucci, and G. Et-vivero, Investigation of seismic soil-footing interaction by large scale cyclic tests and analytical models, 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Special Presentation Lecture SPL-05, 2001.

P. Foray, Scale and boundary effects on calibration chamber pile tests. Calibration Chamber Testing, pp.147-160, 1991.

S. Gajan, B. Kutter, J. Phalen, T. Hutchinson, and G. Et-martin, Centrifuge modeling of load-deformation behavior of rocking shallow foundations, Soil Dynamics and Earthquake Engineering, vol.25, issue.7-10, pp.773-783, 2005.
DOI : 10.1016/j.soildyn.2004.11.019

J. Garnier, Modèles réduits en mécanique des sols, Les modèles réduits en Génie Civil, pp.21-44, 1995.

J. Garnier, C. Gaudin, S. Springman, P. Culligan, D. Goodings et al., Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling, International Journal of Physical Modelling in Geotechnics, vol.7, issue.3, pp.1-23, 2007.
DOI : 10.1680/ijpmg.2007.070301

URL : https://hal.archives-ouvertes.fr/hal-00364250

G. Gazetas, Seismic response of end-bearing single piles, International Journal of Soil Dynamics and Earthquake Engineering, vol.3, issue.2, pp.82-93, 1984.
DOI : 10.1016/0261-7277(84)90003-2

G. Gazetas, Foundation Engineering Handbook, Chapter 15, 1991.

G. Gazetas and G. Et-mylonakis, Seismic soil-structure interaction: New evidence and emerging issues, Geotechnical Earthquake Engineering and Soil DynamicsInstitute ASCE Conference, pp.1119-1174, 1998.

G. Gottardi, G. Houlsby, and R. Et-butterfield, Plastic response of circular footings on sand under general planar loading, G??otechnique, vol.49, issue.4, pp.453-469, 1999.
DOI : 10.1680/geot.1999.49.4.453

S. Grange, Modélisation simpliée 3D de l'interaction sol-structure: application au génie parasismique, Thèse de doctorat, 2008.

S. Grange, P. Kotronis, and J. Et-mazars, 3d macro element for soil structure interaction, 4th International Conference on Earthquake Geotechnical Engineering, 2007.
URL : https://hal.archives-ouvertes.fr/hal-01007722

S. Grange, P. Kotronis, and J. Et-mazars, A macro???element for a circular foundation to simulate 3D soil???structure interaction, International Journal for Numerical and Analytical Methods in Geomechanics, vol.8, issue.3, pp.321205-1227, 2008.
DOI : 10.1002/nag.664

URL : https://hal.archives-ouvertes.fr/hal-00368924

A. Hatem, Comportement en zone sismique des inclusions rigides: Analyse de l'interaction sol-inclusion-matelas de répartition-structure, Thèse de doctorat, 2009.

G. Houlsby and M. Cassidy, A plasticity model for the behaviour of footings on sand under combined loading, G??otechnique, vol.52, issue.2, pp.117-129, 2002.
DOI : 10.1680/geot.2002.52.2.117

E. Kausel, A. Whitman, J. Murray, and F. Et-elsabee, The spring method for embedded foundations, Nuclear Engineering and Design, vol.48, issue.2-3, p.48, 1978.
DOI : 10.1016/0029-5493(78)90085-7

H. Kempfert, Ground improvement methods with special emphasis on column-type techniques, Proceedings of International Workshop on Geotechnics of Soft Soils -Theory and Practice, pp.101-112, 2003.

L. Kouby and T. , Erosion et dispersion des sols argileux par un fluide, Thèse de doctorat, 2008.

J. Mandel, Essais sur modèles réduits en mécanique des terrains -etude des conditions de similitudes, pp.1-10, 1962.

E. Margason, Pile bending during earthquake. Seminar on Design Construction and Performance of Deep Foundations, 1975.

C. Martin, Physical and numerical modelling of offshore foundations under combined loads, Thèse de doctorat, 1994.

M. Maugeri, G. Musumeci, D. Novità, and C. Taylor, Shaking table test of failure of a shallow foundation subjected to an eccentric load, Soil Dynamics and Earthquake Engineering, vol.20, issue.5-8, pp.435-444, 2000.
DOI : 10.1016/S0267-7261(00)00091-9

J. Mayoral, M. Romo, A. Cirion, and J. Et-paulin, Effect of layered clay deposits on the seismic behaviour of a rigid inclusion, Proceedings of the symposium on rigid inclusions in difficult subsoil conditions. ISSMGE TC36, Sociedad Mexican de Mecanica de Suelos, pp.11-12, 2006.

P. Meymand, Shaking table scale model tests of nonlinear soil-pile-structure interaction in soft clay, Thèse de doctorat, 1998.

L. Mokrani, Simulation physique du comportement des pieux à grande profondeur en chambre d'étalonnage, Thèse de doctorat, 1988.

P. Negro, R. Paolucci, S. Pedretti, and E. Et-faccioli, Large-scale soil-structure interaction experiments on sand under cyclic loading, 12th World Conference on Earthquake Engineering, 2000.

H. J. Niemann, L'analyse dimensionnelle et son application aux lois de similitude, Les modèles réduits en Génie Civil, pp.3-20, 1995.

S. Nikolaou, G. Mylonakis, G. Gazetas, and T. Et-tazoh, Kinematic pile bending during earthquakes: analysis and field measurements, G??otechnique, vol.51, issue.5, pp.425-440, 2001.
DOI : 10.1680/geot.2001.51.5.425

T. Nogami, Soil pile interaction model for earthquake response analysis of offshore pile foundations, Proceedings of the 2nd International conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, p.page St Louis, 1991.

R. Nova and L. Et-montrasio, Settlements of shallow foundations on sand, G??otechnique, vol.41, issue.2, pp.243-256, 1991.
DOI : 10.1680/geot.1991.41.2.243

M. Novak and F. Et-aboul-ella, Impedance functions of piles in layered media, Journal of Engineering Mechanics, vol.104, p.6, 1978.

M. Orozco, Interaction sol-pipeline dans les grands fonds marins, Thèse de doctorat, 2009.

M. Orozco, P. Foray, and J. Et-nauroy, Pipe-soil horiontal dynamic stiffness in soft soils, Proceedings of the Sixteenth International Offshore and Polar Engineering Conference, pp.1193-1198, 2007.

R. Paolucci and A. Et-pecker, Seismic bearing capacity of shallow strip foundations on dry sands. Soils and Foundations, pp.95-105, 1997.

R. Paolucci and A. Et-pecker, Soil inertia effects on the bearing capacity of rectangular foundations on cohesive soils, Engineering Structures, vol.19, issue.8, pp.637-643, 1997.
DOI : 10.1016/S0141-0296(96)00141-1

R. Paolucci, M. Shirato, and M. T. Et-yilmaz, Seismic behaviour of shallow foundations: Shaking table experimentsvs numerical modelling, Earthquake Engineering & Structural Dynamics, vol.50, issue.4, pp.577-595, 2008.
DOI : 10.1002/eqe.773

A. Pecker, Dynamique des sols, 1984.

A. Pecker and J. Et-teyssandier, SEISMIC DESIGN FOR THE FOUNDATIONS OF THE RION ANTIRION BRIDGE., Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, vol.131, issue.1, pp.4-11, 1998.
DOI : 10.1680/igeng.1998.30001

T. L. Pham, Erosion et dispersion des sols argileux par un fluide, Thèse de doctorat, 2008.
URL : https://hal.archives-ouvertes.fr/tel-00353451

D. Pitilakis, M. Dietz, D. Wood, D. Clouteau, and A. Et-modaressi, Numerical simulation of dynamic soil???structure interaction in shaking table testing, Soil Dynamics and Earthquake Engineering, vol.28, issue.6, pp.453-467, 2008.
DOI : 10.1016/j.soildyn.2007.07.011

URL : https://hal.archives-ouvertes.fr/hal-00272492

H. Poulos and E. Davis, Pile foundation analysis and design, 1971.

H. Priebe, The design of vibro replacement. Ground Engineering, pp.12-61, 1995.

J. Rangel-nunez, E. O. Shelley, J. Aguirre, and E. I. Et-razo, A parametric study of the factors involved in the dynamic response of soft soil deposits when rigid inclusions are used as a foundation solution, Proceedings of the symposium on rigid inclusions in difficult subsoil conditions. ISSMGE TC36, Sociedad Mexican de Mecanica de Suelos, pp.11-12, 2006.

K. Rosebrook and B. Et-kutter, Soil-Foundation-Structure interaction: shallow foundations centrifuge data report for KRRO1. Center for geotechnical modelling UCD/CGMDR-01, 2001.

C. Rousseau, M. Orozco, and P. Et-foray, Pipe-soil horiontal dynamic stiffness in soft soils, Proceedings of the Sixteenth International Offshore and Polar Engineering Conference, pp.1193-1198, 2006.

C. Rousseau, M. Orozco, and P. Et-foray, Pipe-soil horiontal dynamic stiffness in soft soils, Proceedings of the Sixteenth International Offshore and Polar Engineering Conference, pp.1193-1198, 2007.

M. Shirato, T. Kouno, R. Asai, S. Nakani, J. Fukui et al., Largescale experiments on nonlinear behavior of shallow foundations subjected to strong earthquakes . Soils and Foundations, pp.48673-692, 2008.

J. Sieffert and F. Et-ceavaer, Manuel des Fonctions d'Impédance -Fondations Superficielles, 1992.

C. Taylor and D. Et-combescure, Soil dynamic and foundation structures, 2001.

S. Wilson, Soil-pile-structure interaction in liquefying sand and soft clay, Thèse de doctorat, 1998.

J. Wolf, Soil-structure-interaction analysis in time domain, Nuclear Engineering and Design, vol.111, issue.3, 1988.
DOI : 10.1016/0029-5493(89)90249-5

L. Yan and P. Et-byrne, Application of hydraulic gradient similitude method to small-scale footing tests on sand, Canadian Geotechnical Journal, vol.26, issue.2, pp.246-259, 1989.
DOI : 10.1139/t89-034

B. Zhu, R. Jardine, P. Et, and . Foray, THE USE OF MINIATURE SOIL STRESS MEASURING CELLS IN LABORATORY APPLICATIONS INVOLVING STRESS REVERSALS, SOILS AND FOUNDATIONS, vol.49, issue.5, pp.675-688, 2009.
DOI : 10.3208/sandf.49.675