J. D. Bray and R. B. Sancio, Assessment of the liquefaction susceptibility of fine-grained soils, J. Geotech. Geoenv. Eng, vol.132, pp.1165-1177, 2006.

V. De-gennaro, J. Canou, J. Dupla, and N. Benahmed, Influence of loading path on the undrained behaviour of a medium loose sand, Canadian Geotechnical Journal, vol.41, pp.166-180, 2004.

E. Foerster and H. Modaressi, Nonlinear numerical method for earthquake site response analysis II-case studies, Bulletin of Earthquake Engineering, vol.5, issue.3, pp.325-345, 2007.

E. Javelaud, Etat de l'art des méthodes d'évaluation du risque de liquéfaction. Cas des ouvrages à risques normal et spécial en France, 9ème Colloque national AFPS, 2015.

B. L. Kutter, Recent Advances in Centrifuge Modeling of Seismic Shaking. International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, vol.4, 1995.

Z. Li, S. Escoffier, and P. Kotronis, Using centrifuge tests data to identify the dynamic soil properties: Application to Fontainebleau sand, Soil Dynamics and Earthquake Engineering, vol.52, pp.77-87, 2013.
URL : https://hal.archives-ouvertes.fr/hal-00953641

F. Lopez-caballero, A. Modaressi-farahmand-razavi, and C. A. Stamatopoulos, Numerical evaluation of earthquake settlements of road embankments and mitigation by preloading, Int. Journal of Geomechanics, issue.5, p.16, 2016.
URL : https://hal.archives-ouvertes.fr/hal-01186317

S. Montoya-noguera and F. Lopez-caballero, Effect of coupling excess pore pressure and deformation on nonlinear seismic soil response, Acta Geotechnica, vol.11, issue.1, pp.191-207, 2016.
URL : https://hal.archives-ouvertes.fr/hal-01071881

T. L. Nguyen, J. Semblat, P. Reiffsteck, and L. Lenti, Anisotropic velocity and attenuation for shear waves in a layered soil by resonant column tests, 's 2008 Annual Meeting, 2008.

P. Reiffsteck, D. Lossy, and J. Benoît, Forages, sondages et essais in situ géotechniques, Presses de l'ENPC, vol.800, 2012.

M. P. Santisi-d'avila, V. A. Pham, L. Lenti, and J. F. Semblat, Extended Iwan-Iai (3DXii) constitutive model for 1-directional 3-component seismic waves in liquefiable soils: application to the Kushiro site (Japan), Geophysical Journal International, vol.215, issue.1, pp.252-266, 2018.

M. P. Santisi-d'avila, L. Lenti, and J. F. Semblat, Modeling strong seismic motion: 3D loading path vs wavefield polarization, Geophysical Journal International, vol.190, pp.1607-1624, 2012.

J. F. Semblat and A. Pecker, Waves and Vibrations in Soils: Earthquakes, Traffic, Shocks, Construction Works, vol.500, 2009.
URL : https://hal.archives-ouvertes.fr/hal-00356022