E. Conclusion-générale, Permeability and stress-strain response of speswhite kaolin, Thèse de doctorat, 1987.

A. Al-tabbaa and D. M. Wood, An experimentally based bubble model for clay, Proc. 3rd Int. Conf. on Numerical Models in Geomechanics, Niagara Falls, pp.91-99, 1989.

D. Alexiew and W. Vogel, Remblais ferroviaires renforcés sur pieux en Allemagne : projets phares, Travaux, vol.786, pp.47-52, 2002.

D. Alexiew, Geogitterbewehrte D??mme auf pfahl??hnlichen Elementen: Grundlagen und Projekte, Bautechnik, vol.81, issue.9, pp.710-716, 2004.
DOI : 10.1002/bate.200490171

P. C. Antoine, Etude des dalles sur sols renforcés au moyen d'inclusions rigides ou non, Thèse de doctorat. Bruxelles : Faculté des sciences appliquées, 2010.

A. Arwanitaki and T. Triantafyllidis, Mehrlagig mit Geogittern bewehrte Erdk??rper ??ber pfahlartigen Gr??ndungselementen ??? Numerische Simulation des Verformungsverhaltens unter statischer und zyklischer Einwirkung, Numerische Simulation des Verformungsverhaltens unter statischer und zyklischer Einwirkung, pp.695-707, 2006.
DOI : 10.1002/bate.200610060

J. Barchard, Centrifuge modelling of piled embankments on soft soils, 2002.

J. D. Barnichon, Contribution of the bounding surface plasticity to the simulation of gallery excavation in plastic clays, Engineering Geology, vol.64, issue.2-3, pp.217-231, 2002.
DOI : 10.1016/S0013-7952(01)00111-9

G. Baudouin, Sols renforcés par inclusions rigides: modélisation physique en centrifugeuse de remblais et de dallage, Thèse de doctorat, 2010.

M. Blanc, L. Thorel, R. Girout, and M. Almeida, Geosynthetic reinforcement of a granular load transfer platform above rigid inclusions: comparison between centrifuge testing and analytical modelling, Geosynthetics International, vol.21, issue.1, pp.37-52, 2014.
DOI : 10.1680/gein.13.00033

URL : https://hal.archives-ouvertes.fr/hal-01470376

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

L. Briançon, R. Kastner, B. Simon, and D. Dias, Etat des connaissances -Amélioration des sols par inclusions rigides, Proc. of Symp. Int. sur l'Amélioration des Sols en Place. ASEP-GI, 9-10 septembre, 2004.

L. Briançon and B. Simon, Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment, Journal of Geotechnical and Geoenvironmental Engineering, vol.138, issue.4, pp.4-551, 2011.
DOI : 10.1061/(ASCE)GT.1943-5606.0000561

L. Briançon, C. Plumelle, J. Canou, A. Q. Dinh, J. C. Dupla et al., Expérimentations en vraie et sur modèle réduits du renforcement des sols par inclusions rigides, Proc. of the 17th Int. Conf. On Soil Mechanics & Geotechnical Engineering, pp.5-9, 2009.

I. B. Burland and K. H. Roscoe, On the generalized stress-strain behaviour of wet clay. Engineering plasticity, 1968.

B. Cambou and P. Y. Hicher, Modelisation elastoplastique des sols ? 2. Chargements cycliques. Chapitre 4, Elastoplasticite des sols et des roches, Modeles de comportement des sols et des roches 1, P- Y Hicher et J-F Shao, 2002.

Y. M. Chen, W. P. Cao, and R. P. Chen, An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments, Geotext Geomembr, vol.26, pp.164-174, 2008.

B. Chevalier, P. Villard, and G. Combe, Investigation of Load-Transfer Mechanisms in Geotechnical Earth Structures with Thin Fill Platforms Reinforced by Rigid Inclusions, International Journal of Geomechanics, vol.11, issue.3, pp.3-239, 2011.
DOI : 10.1061/(ASCE)GM.1943-5622.0000083

O. Combarieu, Remblais sur sol compressible et inclusions rigides. Am??lioration de l???approche du dimensionnement, Revue Fran??aise de G??otechnique, vol.122, issue.122, pp.45-54, 2008.
DOI : 10.1051/geotech/2008122045

O. Combarieu and A. Frossard, Amélioration des sols des berges de la Loire par inclusions rigides pour stabiliser les remblais d'accès d'un poste à quai, Proc. of the 13th European Conf. on Soil Mechanics and Geotechnical Engineering (XIII ECSMGE), pp.25-29, 2003.
DOI : 10.1051/geotech/1988044057

O. Combarieu, Effet d'accrochage et méthode d'évaluation du frottement négatif, pp.93-107, 1974.

G. Combe and V. Richefeu, TRACKER: A particle image tracking (PIT) technique dedicated to nonsmooth motions involved in granular packings, 2013.
DOI : 10.1063/1.4811967

J. F. Corté, General report/ Discussion session 11: Model testing -Geotechnical model tests, 1989.

N. G. Cortlever and H. H. Gutter, Design of double track railway Bidor-Rawang on AuGeo Piling System according to BS8006 and PLAXIS numerical analysis, Proc. of the 4th Int. Conf. on Ground Improvement Techniques, pp.26-28, 2002.

C. David, Identification de paramètres mécaniques de matériaux composites à partir de corrélation d'images numériques multi-échelles, Thèse de doctorat, 2014.

D. Pasquale and A. , Cyclic Behaviour of Geotechnical Structures involving Granular Mats. Mémoire du Master International de l, p.41, 2010.

M. A. Demerdash, An experimental study of piled embankments incorporating geosynthetic basal reinforcement, Thèse de doctorat. University of Newcastle-upon-Tyne, 1996.

C. S. Desai, Hierarchical single surface and the disturbed state constitutive models with emphasis on geotechnical applications. Geotechnical Engineering: Emerging trends in design and practice, 1994.

D. Dias, L. Briançon, and S. Simon, Monitoring and numerical investigation of a rigid inclusions? reinforced industrial building, Canadian Geotechnical Journal, vol.52, 2015.

A. Q. Dinh, Etude sur modèle physique des mécanismes de transfert de charge dans les sols renforcés par inclusions rigides, 2010.

V. A. Diyaljee and G. P. Raymond, Repetitive load deformation of cohesionless soil, J. Geotech. Engrg. Div, vol.108, pp.10-1215, 1982.

V. Duca, Etude expérimentale des composantes normales des contraintes totales en laboratoire et in situ, Thèse de doctorat, 2001.

D. Ph, Modélisation du comportement cyclique des argiles, Thèse de doctorat, 1992.

J. M. Duncan and C. M. Chang, Nonlinear analysis of stress and strain in soils, Journal of Soil Mechanics and Foundations Division ASCE, issue.SM5, pp.96-1629, 1970.

E. A. Ellis and R. Aslam, Arching in piled embankments: comparison of centrifuge tests and predictive methods. Part 2 of 2, Ground Eng, vol.42, pp.28-31, 2009.

E. A. Ellis and R. Aslam, Arching in piled embankments: comparison of centrifuge tests and predictive methods. Part 1 of 2, Ground Eng, vol.42, pp.34-38, 2009.

T. Eskisar, J. Otani, and J. Hironaka, Visualization of soil arching on reinforced embankment with rigid pile foundation using X-ray CT, Geotextiles and Geomembranes, vol.32, pp.44-54, 2012.
DOI : 10.1016/j.geotexmem.2011.12.002

H. L. Fang, A state-dependent multi-mechanism model for sands, G??otechnique, vol.53, issue.4, pp.407-420, 2003.
DOI : 10.1680/geot.2003.53.4.407

A. Foucault, Modélisation du comportement cyclique des ouvrages en terre intégrant des techniques de régularisation, Thèse de doctorat, 2010.

J. Garnier, Mod??les physiques en g??otechnique, Proc. of the Int. Conf. Albert Caquot, 1ère Conférence Coulomb, 2001.
DOI : 10.1051/geotech/2001097003

J. Garnier, C. Gaudin, S. M. Springman, P. J. 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.3-4, 2007.
DOI : 10.1680/ijpmg.2007.070301

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

J. Ghaboussi and H. Momem, Modelling and Analysis of Cyclic Behavior of Sands. Soil Mechanics ? Transient and Cyclic Loads, pp.314-342, 1982.

R. Girout, M. Blanc, D. Dias, and L. Thorel, Numerical analysis of a geosynthetic-reinforced piled load transfer platform ??? Validation on centrifuge test, Geotextiles and Geomembranes, vol.42, issue.5, pp.525-539, 2014.
DOI : 10.1016/j.geotexmem.2014.07.012

URL : https://hal.archives-ouvertes.fr/hal-01259538

G. Gudehus, A Comprehensive Constitutive Equation for Granular Materials., SOILS AND FOUNDATIONS, vol.36, issue.1, pp.1-12, 1996.
DOI : 10.3208/sandf.36.1

S. A. Hall, Digital Image Correlation in Experimental Geomechanics, Alert Doctoral School, pp.4-6, 2012.

J. Han, A. Bhandari, and F. Wang, DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments over Piles, International Journal of Geomechanics, vol.12, issue.4, pp.4-340, 2011.
DOI : 10.1061/(ASCE)GM.1943-5622.0000050

J. Han and A. Bhandari, Evaluation of Geogrid-Reinforced Pile-Supported Embankments under Cyclic Loading Using Discrete Element Method, Advances in Ground Improvement, p.10, 2009.
DOI : 10.1061/41025(338)8

J. Han and M. A. Gabr, Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil, Journal of Geotechnical and Geoenvironmental Engineering, vol.128, issue.1, pp.44-53, 2002.
DOI : 10.1061/(ASCE)1090-0241(2002)128:1(44)

K. W. Hau, The application of a three-surface kinematic hardening model to repeated loading of thinly surfaced pavements, Thèse de doctorat, 2003.
DOI : 10.1007/s10035-005-0199-9

E. Haza-rozier, G. Vinceslas, L. Kouby, A. Crochemore, and O. , Comportement de la structure de sol amélioré par inclusions rigides, supportant une éolienne, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, 2013.

C. Heitz, Zur Gewölbeausbildung in punktförmig gelagerten Erdkörpern, 2005.

C. Heitz, J. Luking, and H. G. Kempfert, Geosynthetic reinforced and pile supported embankments under static and cyclic Loading, Proc. of the 4th European Geosynthetics Conf Euro-Geo4, p.215, 2008.

C. Heitz, Bodengewölbe unter ruhender und nichtruhender Belastung bei Berücksichtigung von Bewehrungseinlagen aus Geogittern, Schriftenreihe Geotechnik, Universität Kassel. Heft, vol.19, 2006.

W. J. Hewlett and M. F. Randolph, Analysis of piled embankment, Ground Engineering, vol.21, issue.3, pp.12-18, 1988.

P. Y. Hicher, Comportement mécanique des argiles saturées sur divers chemins de sollicitations monotones et cycliques -Application à une modélisation élastoplastique et viscoplastique, Thèse de Doctorat, 1985.

G. Horgan and R. Sarsby, The arching effect of soils over voids and piles incorporating geosynthetic reinforcement, Proc, 7th international conference on geosynthetics. Swets and Zeitlinger, pp.373-378, 2002.

M. Houda, O. Jenck, and F. Emeriault, Physical evidence of the effect of vertical cyclic loading on soil improvement by rigid piles: a small-scale laboratory experiment using Digital Image Correlation, Acta Geotechnica, vol.32, issue.2, 2014.
DOI : 10.1016/j.geotexmem.2011.11.003

J. Huang and J. Han, 3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment, Geotextiles and Geomembranes, vol.27, issue.4, pp.272-280, 2009.
DOI : 10.1016/j.geotexmem.2009.01.001

B. Indraratna, P. K. Thakur, and J. S. Vinod, Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading, International Journal of Geomechanics, vol.10, issue.4, p.136, 2010.
DOI : 10.1061/(ASCE)GM.1943-5622.0000055

O. Jenck, Le renforcement des sols compressibles par inclusions rigides verticales. Modélisation physique et numérique, 2005.
URL : https://hal.archives-ouvertes.fr/tel-00143331

O. Jenck, D. Dias, and R. Kastner, Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil, Journal of Geotechnical and Geoenvironmental Engineering, vol.133, issue.3, pp.295-305, 2007.
DOI : 10.1061/(ASCE)1090-0241(2007)133:3(295)

O. Jenck, G. Combe, F. Emeriault, D. Pasquale, and A. , Arching effect in a granular soil subjected to monotonic or cyclic loading, 8th International Conference on Physical Modelling in Geotechnics, pp.14-17, 2014.
DOI : 10.1201/b16200-179

O. Jenck, D. Dias, and R. Kastner, Discrete element modelling of a granular platform supported by piles in soft soil ??? Validation on a small scale model test and comparison to a numerical analysis in a continuum, Computers and Geotechnics, vol.36, issue.6, pp.917-927, 2009.
DOI : 10.1016/j.compgeo.2009.02.001

C. J. Jones, C. R. Lawson, and D. J. Ayres, Geotextile reinforced piled embankments In : DEN HOEDT Ed, Proc. of the 4th Int. Conf. on Geotextiles Geomembranes and related Products, pp.28-29, 1990.

A. Kattan, Fluage et consolidation des sols satures et quasi-satures. Analyse Numérique, Thèse de doctorat, 1990.

H. G. Kempfert, M. Stadel, and D. Zaeske, Berechnung von geokunststoffbewehrten Tragschichten über Pfahlelementen, Bautechnik, vol.74, pp.818-825, 1997.

P. V. Lade, Elastoplastic stress-strain theory for cohesionless soil with curved yield surface, 1977.
DOI : 10.1016/0020-7683(77)90073-7

Y. Laurent, D. Dias, B. Simon, and R. Kastner, A 3D finite difference analysis of embankments over pile-reinforced soft soil, Proc. of the Int. Workshop on Geotechnics of Soft Soils -Theory and Practice, pp.271-276, 2003.

R. W. Lentz and G. Y. Baladi, Simplified Procedure to Characterize Permanent Strain in Sand Subjected to Cyclic Loading, Fluage et consolidation des sols argileux : modélisation numérique. Laboratoire Central des Ponts et Chaussées, 1980.

P. Liausu and B. Pezot, Renforcement de sols mous par colonnes à module contrôlé, Proc. of the 15th Int. Conf. on Soil Mechanics and Geotechnical Engineering, pp.27-31, 2001.

H. L. Liu, W. W. Charles, and K. Fei, Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study, Journal of Geotechnical and Geoenvironmental Engineering, vol.133, issue.12, pp.1483-1493, 2007.
DOI : 10.1061/(ASCE)1090-0241(2007)133:12(1483)

B. K. Low, S. K. Tang, and V. Choa, Arching in Piled Embankments, Journal of Geotechnical Engineering, vol.120, issue.11, pp.1917-1938, 1994.
DOI : 10.1061/(ASCE)0733-9410(1994)120:11(1917)

J. P. Magnan, Methods to reduce the settlement of embankments on soft clay: a review. Speciality Conference on the Foundations and Embankments Deformations, ASCEGeotechnical Special Publication, issue.40, pp.77-90, 1994.

M. T. Manzari and Y. F. Dafalias, A critical state two-surface plasticity model for sands, G??otechnique, vol.47, issue.2, pp.255-272, 1997.
DOI : 10.1680/geot.1997.47.2.255

P. Mestat, J. Hicher, and . Shao, Modelisation elastoplastique des sols ? 1. Chargements monotones Chapitre 3, Elastoplasticite des sols et des roches, 2002.

M. Morgon, Renforcement de sol par inclusions rigides : Etude du mécanisme de transfert de charge dans le matelas de répartition, 2010.

M. Nuñez and D. Dias, Modélisation continue du site expérimental de Chelles, 2008.

M. Nuñez, D. Dias, R. Kastner, and C. Poilpré, Soft ground improved by rigid vertical piles. Experimental and numerical study of two real cases in France, 6th International Conference on Case Histories in Geotechnical Engineering, pp.11-16, 2008.

U. S. Okyay and L. Briançon, Monitoring and numerical investigations of rigid inclusion reinforced concrete water tank, 3rd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 2012.

U. S. Okyay and D. Dias, Use of lime and cement treated soils as pile supported load transfer platform. Engineering Geology, pp.34-44, 2010.
DOI : 10.1016/j.enggeo.2010.03.008

U. S. Okyay, D. Dias, L. Thorel, and G. Rault, Centrifuge modeling of a pile-supported granular earthplatform, J Geotech Geoenviron Eng, pp.1943-5606, 2013.

M. Pastor, O. C. Zienkiewicz, and A. H. Chan, Generalized plasticity and the modelling of soil behaviour, International Journal for Numerical and Analytical Methods in Geomechanics, vol.114, issue.3, 1990.
DOI : 10.3208/sandf1972.22.3_109

J. H. Paute, P. Hornych, and J. Benaben, Comportement mécanique des graves non traitées, Bulletin des Laboratoires des Ponts et Chaussées, vol.190, pp.27-38, 1994.

J. L. Paute, J. Marignier, and B. Vidal, Le triaxial à chargement répété LPC pour l'étude des graves non traitées, pp.17-55, 1994.

A. Pinto, J. Falcao, F. Pinto, and J. M. Ribeiro, Ground improvement solutions using jet grouting columns, Proc. of the 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering (ICSMGE), 12- 16 septembre 2005, pp.1249-1252, 2005.
DOI : 10.1061/9780784412350.0186

G. Rault and L. Thorel, Etude du transfert de charge par cisaillement. Essais de reception par cisaillement. Dispositif de plateau mobile, 2009.

K. H. Roscoe, A. N. Schofield, and M. A. Wroth, On The Yielding of Soils, G??otechnique, vol.8, issue.1, pp.22-53, 1958.
DOI : 10.1680/geot.1958.8.1.22

D. Russell, P. Naughton, and G. Kempton, A new design procedure for piled embankments. The 56th Annual Canadian Geotechnical Conf, pp.28-29, 2003.

H. Santruckova, Inertial loading of soil reinforced by rigid inclusions to an upper flexible layer, 2012.

L. E. Schwer and Y. D. Murray, A three-invariant smooth cap model with mixed hardening, International Journal for Numerical and Analytical Methods in Geomechanics, vol.11, issue.10, pp.657-688, 1994.
DOI : 10.1002/nag.1610181002

K. Terzaghi, Theoretical soil mechanics, 1943.
DOI : 10.1002/9780470172766

T. Son, Q. Hassen, G. De-buhan, and P. , Seismic stability analysis of piled embankments: A multiphase approach, International Journal for Numerical and Analytical Methods in Geomechanics, vol.34, pp.91-110, 2010.
URL : https://hal.archives-ouvertes.fr/hal-00540350

S. J. Van-eekelen, A. Bezuijen, and A. F. Van-tol, Research on Basal Reinforced Piled Embankments, Arching and Load-Deflection Behaviour, IGS News, vol.30, p.3, 2014.

S. J. Van-eekelen, A. Bezuijen, and A. F. Van-tol, An analytical model for arching in piled embankments, Geotextiles and Geomembranes, vol.39, pp.78-102, 2013.
DOI : 10.1016/j.geotexmem.2013.07.005

J. M. Van-eekelen, M. A. Van, and A. Bezuijen, The Kyoto Road, a full-scale test. Mesurements and calculations, 14th European Conference on Soil Mechanics and Geotechnical Engineering, pp.1533-1538, 2007.

G. Viggiani and S. A. Hall, Full-field measurements in experimental geomechanics: historical perspective, current trends and recent results, Alert Doctoral School, pp.4-6, 2012.

P. Villard and S. Grange, Influence des cycles de chargement/déchargement sur les mécanismes de transfert de charges dans les matelas granulaires, 2013.

H. Wang, X. Huang, . C. Sinha-k, C. F. Fwa-t, and . Lee-d, Centrifuge Model Test and Numerical Analysis of Embankment Widening on Soft Ground, Applications of Advanced Technologies in Transportation Engineering (2004), pp.26-28, 2004.
DOI : 10.1061/40730(144)102

J. D. Weber, Les applications de la similitude physique aux problèmes de la mécanique des sols, 1971.

J. Weiler and F. H. Kulhaway, Factors affecting Stress Cell Measurement in Soil, Journal of Geotechnical Engineering Division, pp.1592-1548, 1982.

T. Wichtmann, Explicit accumulation model for non-cohesive soils under cyclic loading, Thèse de doctorat, 2005.

H. Zanziger and E. Gartung, Performance of a geogrid reinforced railway embankment on piles, 7th International Conference on Geosynthetics, pp.381-386, 2002.