K.H. Andersen, Cyclic soil parameters for offshore foundation design, Frontiers in offshore geotechnics III, 5 (2015).
 Y. Cai, L. Guo, R. Jardine, Z. Yang, J. Wang, Stress–strain response of soft clay to traffic loading, (2016).
 L. Guo, Y. Cai, R.J. Jardine, Z. Yang, J. Wang, Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions, Canadian Geotechnical Journal, 55(1) (2017) 90-106.
 A. Casagrande, Characteristics of cohesionless soils affecting the stability of slopes and earth fills, J. Boston Society of Civil Engineers, 23(1) (1936) 13-32.
 B. Seed, K.L. Lee, Liquefaction of saturated sands during cyclic loading, Journal of Soil Mechanics & Foundations Div, 92(ASCE# 4972 Proceeding) (1966).
 G. Castro, Liquefaction of sands, Harvard soil mechanics series, Harvard Univ., 81 (1969).
 M. Cubrinovski, J.D. Bray, M. Taylor, S. Giorgini, B. Bradley, L. Wotherspoon, J. Zupan, Soil liquefaction effects in the central business district during the February 2011 Christchurch earthquake, Seismological Research Letters, 82(6) (2011) 893-904.
 S. Bhattacharya, M. Hyodo, K. Goda, T. Tazoh, C. Taylor, Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake, Soil Dynamics and Earthquake Engineering, 31(11) (2011) 1618-1628.
 S. Sağlam, S. Bakir, Models for pore pressure response of low plastic fines subjected to repeated loads, Journal of Earthquake Engineering, 22(6) (2018) 1027-1041.
 W.W. Sim, A. Aghakouchak, R.J. Jardine, Cyclic triaxial tests to aid offshore pile analysis and design, (2013).
 Z. Yang, X. Li, J. Yang, Undrained anisotropy and rotational shear in granular soil, Geotechnique, (2007).
 J. Berrill, R. Davis, Energy dissipation and seismic liquefaction of sands: revised model, Soils and Foundations, 25(2) (1985) 106-118.
 J.D. Bray, R.B. Sancio, Assessment of the liquefaction susceptibility of fine-grained soils, Journal of geotechnical and geoenvironmental engineering, 132(9) (2006) 1165-1177.
 S.S. Kumar, A. Dey, A.M. Krishna, Response of saturated cohesionless soil subjected to irregular seismic excitations, Natural Hazards, 93(1) (2018) 509-529.
 K. Pan, Z. Yang, Evaluation of the liquefaction potential of sand under random loading conditions: Equivalent approach versus energy-based method, Journal of Earthquake Engineering, (2017) 1-25.
 K. Pan, Z. Yang, Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand, Acta Geotechnica, 13(2) (2018) 473-487.
 C. Polito, R.A. Green, E. Dillon, C. Sohn, Effect of load shape on relationship between dissipated energy and residual excess pore pressure generation in cyclic triaxial tests, Canadian Geotechnical Journal, 50(11) (2013) 1118-1128.
 J. Qiu, X. Wang, J. Lai, Q. Zhang, J. Wang, Response characteristics and preventions for seismic subsidence of loess in Northwest China, Natural Hazards, 92(3) (2018) 1909-1935.
 E. Rascol, Cyclic properties of sand, EPFL, 2009.
 H. Bahadori, A. GHALANDARZADEH, I. Towhata, Effect of non plastic silt on the anisotropic behavior of sand, Soils and Foundations, 48(4) (2008) 531-545.
 K. ISHIHARA, J. TRoNcoso, Y. KAwAsE, Y. TAKAHASHI, Cyclic strength characteristics of tailings materials, Soils and Foundations, 20(4) (1980) 127-142.
 H. Tsuchida, Prediction and countermeasure against the liquefaction in sand deposits, in: Abstract of the seminar in the Port and Harbor Research Institute, 1970, pp. 31-333.
 V. Xenaki, G. Athanasopoulos, Liquefaction resistance of sand–silt mixtures: an experimental investigation of the effect of fines, Soil Dynamics and Earthquake Engineering, 23(3) (2003) 1-12.
 R. Ladd, Preparing test specimens using undercompaction, Geotechnical Testing Journal, 1(1) (1978) 16-23.
 K. Ishihara, F. Tatsuoka, S. Yasuda, Undrained deformation and liquefaction of sand under cyclic stresses, Soils and Foundations, 15(1) (1975) 29-44.