[1] Schweiger, H.F., (2010), Design of deep excavations with FEM - influence of constitutive model and comparison of EC7 design approaches, Proc. of the 2010 Earth Retention Conference.
[2] Schweiger, H.F., (2014), Influence of EC7 design approaches on the design of deep excavations with FEM, 2014 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin, geotechnik, Vol. 37, pp.169-176.
[3] Abdelouhab, A., Dias, D. and Freitag, N., (2010), Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips, Geotextiles and Geomembranes, Vol. 29, pp. 116-129.
[4] مجنونی، ع.، اردکانی، ع. و یزدانی، م. (1391)، مقایسه مدلهای رفتاری موهر کولمب، خاک سخت شونده و HSS در شبیهسازی عددی دیوارهای میخکوبی شده، نهمین کنگره بین المللی مهندسی عمران، دانشگاه صنعتی اصفهان.
[5] Tschuchnigg, F., (2012), 3D Finite Element Modelling of Deep Foundations Employing an Embedded Pile Formulation, Graz university, Dissertation.
[6] Aghazadeh Ardebili, Z., (2015), Analyses of Capacity and Response of Plate Anchors: 2-D and 3-D Modeling with Advanced Constitutive Soil Models, North Carolina State University, for the Degree of Doctor of Philosophy.
[7] PLAXIS Material Models Manual, Version 8.
[8] Zarnani, S. and Bathurst, R.J., (2009), Numerical parametric study of expanded polystyrene (EPS) geofoam seismic buffers, Canadian Geotechnical Journal, Vol. 46(3), pp. 318-338.
[9] Zarnani, S. and Bathurst, R.J., (2010), Numerical parametric study of geofoam seismic buffers with different constitutive models, 9th International Conference on Geosynthetics, Brazil, pp. 1665- 1670.
[10] Athanasopoulos A, Zekkos, Lamote K, Athanasopoulos GA, (2012), Use of EPS geofoam compressible inclusions for reducing the earthquake effects on yielding earth retaining structures, Soil Dynamics and Earthquake Engineering, Vol. 41, pp. 59-71.