A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models

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Numerical Modelling of the Anisotropic Mechanical Behaviour of Opalinus Clay at the Laboratory-Scale Using FEM/DEM (2012, methodology): “…of failure in classic continuum elasto-plastic formulations is captured by either enriching the continuum with micro-structural effects such as the second gradient damage models (e.g., Besuelle et al. 2006; Collin et al. 2006) or using statistical damage models (e.g., Jia and Tang 2008).”
Linear plane wave propagation and normal transmission and reflection at discontinuity surfaces in second gradient 3D continua (2012, background): “For models describing phenomena occurring in fluid saturated porous media we cite: [19], [32], [86], [85] and [61].”