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{"references": ["Darendeli, M. B. (2001) Development of a new family of normalized modulus reduction and material damping curves. PhD Thesis. University of Texas, Austin.", "Korma, E. (2014) The Influence of Advanced Features of Cyclic Soil Response on Wave Propagation Problems. M.Sc. thesis. Imperial College London, London, UK.", "Rollins, K. M., Evans, M. D., Daily, W. D., III & Diehl, N. B. (1998) Shear modulus and damping relationships for gravels. Journal of geotechnical and geoenvironmental engineering, 124 (5), 396-405. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:5(396)", "Taborda, D.M.G., Potts, D.M. and Zdravkovi\u0107, L. (2016). On the assessment of energy dissipated through hysteresis in finite element analysis. Computers and Geotechnics, 71, 180\u2013194. https://doi.org/10.1016/j.compgeo.2015.09.001", "Taborda, D.M.G and Zdravkovi\u0107, L. (2012). Application of a Hill-Climbing technique to the formulation of a new cyclic nonlinear elastic constitutive model. Computers and Geotechnics, 43, 80-91. https://doi.org/10.1016/j.compgeo.2012.02.001", "Vucetic, M. & Dobry, R. (1991) Effect of soil plasticity on cyclic response. Journal of Geotechnical Engineering, ASCE, 117 (1), 89-107. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)"]}
IC MAGE M08 is a user-defined model for PLAXIS built using the IC MAGE UMIP framework which combines a Mohr-Coulomb failure criterion with a modified version of the IC.G3S isotropic small strain stiffness model and the nonlinear scaling factor proposed by Taborda & Zdravkovic (2012). It allows for the generation of hysteresis (and energy dissipation) by adopting a cyclic nonlinear elastic framework. The elastic part of the model allows the use of independent variations of constrained modulus, with its degradation depending on the vertical strain, and the shear modulus, which depends on the deviatoric strain.
Cyclic Loading, Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling, Small-strain Stiffness
Cyclic Loading, Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling, Small-strain Stiffness
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