Anandarajah, J. Zhang, Simplified finite element modeling of nonlinear dynamic pile-soil interaction, Retrieved February, 10 (2000) 2005.
 Y. Cai, P. Gould, C. Desai, Nonlinear analysis of 3D seismic interaction of soil–pile–structure systems and application, Engineering Structures, 22(2) (2000) 191-199.
 B.K. Maheshwari, K.Z. Truman, M.H.E. Naggar, P.L. Gould, Three-dimensional finite element nonlinear dynamic analysis of pile groups for lateral transient and seismic excitations, Canadian Geotechnical Journal, 41(1) (2004) 118-133.
 R.M.S. Maiorano, L. de Sanctis, S. Aversa, A. Mandolini, Kinematic response analysis of piled foundations under seismic excitation, Canadian Geotechnical Journal, 46(5) (2009) 571-584.
 F. Dezi, S. Carbonari, G. Leoni, Kinematic bending moments in pile foundations, Soil Dynamics and Earthquake Engineering, 30(3) (2010) 119-132.
 S. Sica, G. Mylonakis, A.L. Simonelli, Transient kinematic pile bending in two-layer soil, Soil Dynamics and Earthquake Engineering, 31(7) (2011) 891-905.
 S. Sica, G. Mylonakis, A.L. Simonelli, Strain effects on kinematic pile bending in layered soil, Soil Dynamics and Earthquake Engineering, 49 (2013) 231-242.
 F.H. Chehade, M. Sadek, D. Bachir, Numerical study of piles group under seismic loading in frictional soil - Inclination effect, Open Journal of Earthquake Research, 3(01) (2014) 15.
 A. Chidichimo, R. Cairo, G. Dente, C.A. Taylor, G. Mylonakis, 1-g experimental investigation of bi-layer soil response and kinematic pile bending, Soil Dynamics and Earthquake Engineering, 67 (2014) 219-232.
 F. Dezi, H. Poulos, Kinematic bending moments in square pile groups, International Journal of Geomechanics, 17(3) (2016) 04016066.
 A.S. Hokmabadi, B. Fatahi, Influence of foundation type on seismic performance of buildings considering soil–structure interaction, International Journal of Structural Stability and Dynamics, 16(08) (2016) 1550043.
 C. Tsai, D. Park, C. W. Chen, Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis, Soil Dynamics and Earthquake Engineering, 67 (2014) 353-358.