Hamada, M., Isoyama, R., Wakamatsu, K., “Liquefaction induced ground displacement and its related damage to lifeline facilities,” Soils and Foundations, January (Special Issue), 1996, pp. 81–97.
 Bardet, J.P., Kapuskar, M., “Liquefaction sand boils in San Francisco during 1989 Loma Prieta earthquake,” Journal of Geotechnical and Geoenvironmental Engineering, 119(3), 1993, pp. 543-562.
 Tokimatsu, K., Mizuno, H., Kakurai, M., “Building damage associated with geotechnical problems,” Soils and Foundations, January (Special Issue), 1996, pp..432-912
 Tokimatsu, K., Asaka, Y., “Effects of liquefactioninduced ground displacements on pile performance in the 1995 Hyogoken–Nambu earthquake,” Special Issue of Soils and Foundations, 1988, pp. 163-177.
 Eberhard, M., Baldridge, S., Marshal, J., Monney, W., Rix, J., “The Mw 7.0 Haiti earthquake of January 12,” USGS/EERI Advance Reconnaissance Team, Team report, February 23, vol. 1.1, 2010.
 Tokimatsu, K., Tamura, S., Suzuki, H., Katsumata, K., “Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake,” Soils and Foundations, 52(5), 2012, pp. 956-974.
 Newmark, N. M., “Effects of earthquakes on dams and embankments,” Geotechnique, vol. 2, 1965, pp. 139159.
 Towhata, I., “Nature of lateral soil movement induced by earthquake liquefaction,” in Seminar on Seimic Design, 1991.
 Toyota, H., Towhata, I., Imamura, S., Kudo. K., “Shaking table tests on flow dynamics in liquefied slope,” Soils Foundations, vol. 44, 2004, pp. 67-84.
 He, L., Elgamal, A., Abdoun, T., “ LiquefactionInduced Lateral Load on Pile in a Medium Dr Sand Layer,” Journal of Earthquake Engineering, vol. 13, 2009, pp. 916-938.
 Motamed, R., Sesov, V., Towhata, I., Anh, N. T.,“Experimental Modeling of Large Pile Groups in Sloping Ground Subjected To Liquefaction-Induced Lateral Flow: 1-G Shaking Table Tests,” Soils and Foundations, 2010, vol. 50, pp. 261-279.
 Haeri, S. M., Kavand, A., Rahmani, I., Torabi, H., “ Response of a group of piles to liquefaction-induced lateral spreading by large scale shake table testing,” Soil Dynamics and Earthquake Engineering, vol. 38, 2012, pp. 25-45.
 Kavand, A., Haeri, S. M., Rahmani, I., Ghalandarzadeh, A., Bakhshi, A., “Study of the behavior of pile groups during lateral spreading in medium dense sands by large scale shake table test,” International Journal of Civil Engineering, 12(3-B), 2014, pp. 186-203.
 Abdoun, T., Dobry, R., O’Rourke, T., Goh, S.H., “Pile response to lateral spreads: centrifuge modeling,” Journal of Geotechnical and Geoenvironmental Engineering, 129(10), 2003, pp. 869-878.
 Imamura, S., Hagiwara, T., Tsukamoto, Y., Ishihara, K., “Response of pile groups against seismically induced lateral flow in centrifuge model tests,” Soils and Foundations, 44(3), 2004, pp. 39–55.
 Brandenberg, S., Boulanger, R., Kutter, B., Chang, D., “Behaviour of pile foundations in laterally spreading ground during centrifuge test,” Journal of Geotechnical and Geoenvironmental Engineering, 131(11), 2005, p.p 1378-1391.
 Gonzalez, L., Abdoun, T., Dobry, R., “Effect of soil permeability on centrifuge modeling of pile response to lateral spreading,” Journal of Geotechnical and Geoenvironmental Engineering, 35(1), 2009, p.p 6273.
 Cubrinovski, M., Uzouka, R., Sugita, H., Tokimatsu, K., “ Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: Shaking in the direction of ground flow,” Soil Dynamics and Earthquake Engineering, 28(6), 2007, p.p. 421-435.
 Uzouka, R., Cubrinovski, M., Sugita, H., Sato, M., “ Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow,” Soil Dynamics and Earthquake Engineering, 28(6), 2008, pp. 436-452.
 Cheng, Z., Jeremic, B., “Numerical Modeling and simulation of pile in liquefiable soil,” Soil Dynamics and Earthquake Engineering, vol. 29, 2009, pp. 14051416.
 Manzari, M. T., Dafalias, Y. F., “A critical two-surface plasticity model for sands,” Geotchnique, 47(2), 1997, pp. 255-272.
 Dafalias, Y. F., Manzari, M. T., “Simple plasticity sand model accounting for fabric change effects,” Journal of Engineering Mechanics, 130(6), 2004, pp. 622-634.
 Rahmani, A., Pak, A., “Dynamic behavior of pile foundations under cyclic loading in liquefiable soils,” Computers and Geotechnics, vol. 40, 2012, pp. 114126.
 Li, G., Motamed, R., “Finite element modelling of soilpile response subjected to liquefaction-indecued lateral spreading in a large-scale shake table experiment,” Soil Dynamics and Earthquake Engineering, vol. 92, 2017, pp. 573-584.
 Haeri, S. M., Kavand, A., Asefzadeh, A., Rahmani, I., “Large scale 1-g shake table model test on the response of a stiff pile group to liquefaction induced lateral spreading,” Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, 2013, Paris.
 Mazzoni, S., McKenna, F., Fenves, G. L., “Open system for earthquake engineering simulation,” Pacific Earthquake Engineering Research Center, Unversity of California, Berkeley, 2006.
 McKenna, F., Scott, M., Fenves, G., “Nonlinear finite-element analysis software architecture using object composition,” Journal of Computational Civil Engineering, 24(1), 2010, pp. 95-107.
 Biot, M., “Theory of propagation pf elastic waves in a fluid-saturated porous solid,” The Journal of the Acoustical Society of America, vol. 28, 1956, pp. 168.191
 Haeri, S. M., Kavand, A., Raisianzade, J., Padash, H., Rahmani, I., Bakhshi, A., “Observations from a large scale shake table test on a model of existing pile-supported marine structure subjected to liquefaction induced lateral spreading,” in Second European Conference on Earthquake Engineering and Seismology, 2014, Istanbul.
 Elgamal, A., Yang, Z., Parra, E., “Computational modeling of cyclic mobility and post-liquefaction site response,” Soil Dynamics and Earthquake Engineering, vol. 22, 2002, pp. 259-271.
 He, L., Ramirez, J., Lu, J., Tang, L., Elgamal, A., Tokimatsu, K., “Lateral spreading near deep foundations and influence of soil permeability,” Canadian Geotechnical Journal, 54(6), 2017, pp. 846861.
 Bayat, M., and Ghalandarzadeh, A., “Stiffness degradation and damping ratios of sand-gravel mixtures under saturated state,” International Journal of Civil Engineering, 2017, https://doi.org/10.1007/ s40999-017-0274-8.