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IC MAGE Model 14 – bounding surface plasticity model for sands under static and cyclic loading

Authors: Moller, Julia K;

IC MAGE Model 14 – bounding surface plasticity model for sands under static and cyclic loading

Abstract

{"references": ["Been, K. and Jefferies, M.G. (1985) A state parameter for sands. Geotechnique, 35(2), 99-112. doi: 10.1680/geot.1985.35.2.99", "Manzari, M.T. and Dafalias, Y.F. (1997) A critical state two-surface plasticity model for sands. Geotechnique, 47(2), 255-272. doi: 10.1680/geot.1997.47.2.255", "Papadimitriou, A.G. and Bouckovalas, G.D. (2002) Plasticity model for sand under small and large cyclic strains: a multiaxial formulation. Soil Dynamics and Earthquake Engineering, 22(3), 191-204. doi: 10.1016/S0267-7261(02)00009-X", "Taborda, D.M.G., Zdravkovic, L., Kontoe, S. and Potts, D. M. (2014) Computational study on the modification of a bounding surface plasticity model for sands. Computers and Geotechnics. 59, 145\u2013160. doi: 10.1016/j.compgeo.2014.03.005"]}

IC MAGE M14 is a user-defined model for PLAXIS built using the IC MAGE UMIP framework. This model is based on the bounding surface plasticity model by Manzari & Dafalias (1997), subsequently expanded by Papadimitriou & Bouckovalas (2002) and Taborda et al. (2014). It focuses on providing a flexible and modular approach to bounding surface plasticity modelling of sand behaviour, both under monotonic and cyclic loading conditions.

Related Organizations
Keywords

Liquefaction, Bounding Surface Plasticity, Sand, Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling

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