[3] Wang ZL, Makdisi FI, Egan J. Practical applications of a nonlinear approach to analysis of earthquake-induced liquefaction and deformation of earth structures. Soil Dynamics and Earthquake Engineering. 2006 Feb 1;26(2-4):231-52.
[View at Google Scholar] ; [View at Publisher]
[4] Tsai PH, Hsu SC, Lai J. Effects of core on dynamic responses of earth dam. InSlope Stability, Retaining Walls, and Foundations: Selected Papers from the 2009 GeoHunan International Conference 2009 (pp. 8-13).
[View at Google Scholar] ; [View at Publisher]
[5] Tsompanakis Y, Lagaros ND, Psarropoulos PN, Georgopoulos EC. Simulating the seismic response of embankments via artificial neural networks. Advances in Engineering Software. 2009 Aug 1;40(8):640-51.
[View at Google Scholar] ; [View at Publisher]
[6] Elia G, Amorosi A, Chan AH, Kavvadas MJ. Numerical prediction of the dynamic behavior of two earth dams in Italy using a fully coupled nonlinear approach. International Journal of Geomechanics. 2011 Dec 1;11(6):504-18.
[View at Google Scholar] ; [View at Publisher]
[8] Huang LJ, Sheen YN, Hsiao DH, Le DH. Numerical Analysis of Excavation Backfilled with Soil-based Controlled Low-Strength Materials: Part I-Static Analysis. IJETAE. 2014 Dec;4(12):132-9.
[View at Google Scholar] ; [View at Publisher]
[9] Panulinová E, Harabinová S. Methods for analyzing the stability of an earthen dam slope. InAdvanced Materials Research 2014 (Vol. 969, pp. 245-248). Trans Tech Publications Ltd.
[View at Google Scholar] ; [View at Publisher]
[10] Bandini V, Biondi G, Cascone E, Rampello S. A GLE-based model for seismic displacement analysis of slopes including strength degradation and geometry rearrangement. Soil Dynamics and Earthquake Engineering. 2015 Apr 1;71:128-42.
[View at Google Scholar] ; [View at Publisher]
[12] Mazaheri AR, Zeinolebadi Rozbahani M, Beiranvand B. Quasi-Static and Dynamic Analysis of Vertical and Horizontal Displacements in Earth Dams (Case Study: Azadi Earth Dam). Journal of civil Engineering and Materials Application. 2020 Dec 1;4(4):223-32.
[View at Google Scholar] ; [View at Publisher]