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IC MAGE M27 is a user-defined model for PLAXIS built using the IC MAGE UMIP framework which combines the state-parameter framework by Been & Jefferies (1985) with a Mohr-Coulomb failure criterion. The elastic response is given by the isotropic small strain stiffness model IC.G3S by Taborda et al. (2016). A reversal detection algorithm within a cyclic nonlinear elastic framework allows for the generation of hysteresis (and energy dissipation). It has been extended to allow the use of random fields to generate the initial distribution of void ratio, as well as safety analyses by factoring the angle of shearing resistance at Critical State and the cohesion intercept.
Sand, Random Fields, Soil Variability, Finite Element Analysis, Safety Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling
Sand, Random Fields, Soil Variability, Finite Element Analysis, Safety Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling
citations This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 0 | |
popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Average | |
influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Average | |
impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |