Modelling localised failure in porous reservoir rocks using a continuum model with an embedded localisation band

[1]  T. Wong,et al.  The Brittle‐Ductile Transition in Porous Limestone: Failure Mode, Constitutive Modeling of Inelastic Deformation and Strain Localization , 2021, Journal of Geophysical Research: Solid Earth.

[2]  H. Bui,et al.  A thermodynamics- and mechanism-based framework for constitutive models with evolving thickness of localisation band , 2020 .

[3]  Yang Xiao,et al.  Bounding surface plasticity model for stress-strain and grain-crushing behaviors of rockfill materials , 2020 .

[4]  L. Graham‐Brady,et al.  A rate‐dependent constitutive model for brittle granular materials based on breakage mechanics , 2019, Journal of the American Ceramic Society.

[5]  Paul Meakin,et al.  Dynamic In Situ Three-Dimensional Imaging and Digital Volume Correlation Analysis to Quantify Strain Localization and Fracture Coalescence in Sandstone , 2018, Pure and Applied Geophysics.

[6]  Vinh Phu Nguyen,et al.  A size-dependent constitutive modelling framework for localised failure analysis , 2016 .

[7]  G. Nguyen,et al.  A Conceptual Approach to Two-Scale Constitutive Modelling For Hydro-Mechanical Coupling , 2014, 1406.1052.

[8]  G. Nguyen,et al.  How to connect two scales of behaviour in constitutive modelling of geomaterials , 2012 .

[9]  Giuseppe Buscarnera,et al.  The yielding of brittle unsaturated granular soils , 2012 .

[10]  M. Espedal,et al.  Deformation band populations in fault damage zone—impact on fluid flow , 2010 .

[11]  L. J. Sluys,et al.  An analysis of dynamic fracture in concrete with a continuum visco-elastic visco-plastic damage model , 2008 .

[12]  K. Mair,et al.  Deformation bands in sandstone: a review , 2007, Journal of the Geological Society.

[13]  Itai Einav,et al.  Breakage mechanics—Part I: Theory , 2007 .

[14]  Itai Einav,et al.  Breakage mechanics—Part II: Modelling granular materials , 2007 .

[15]  T. Wong,et al.  Shear‐enhanced compaction and strain localization: Inelastic deformation and constitutive modeling of four porous sandstones , 2006 .

[16]  Emmanuelle Klein,et al.  Compaction localization in porous sandstones: spatial evolution of damage and acoustic emission activity , 2004 .

[17]  Ronaldo I. Borja,et al.  A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation , 2000 .

[18]  Kaspar Willam,et al.  On the consistency of viscoplastic formulations , 2000 .

[19]  J. Oliver.  MODELLING STRONG DISCONTINUITIES IN SOLID MECHANICS VIA STRAIN SOFTENING CONSTITUTIVE EQUATIONS. PART 1: FUNDAMENTALS , 1996 .

[20]  René de Borst,et al.  Gradient-dependent plasticity: formulation and algorithmic aspects , 1992 .

[21]  Zhen Chen,et al.  Simulation of soil-concrete interfaces with nonlocal constitutive models , 1987 .

[22]  Z. Bažant,et al.  Nonlocal damage theory , 1987 .

[23]  I. Vardoulakis,et al.  The thickness of shear bands in granular materials , 1987 .

[24]  J. Rice,et al.  CONDITIONS FOR THE LOCALIZATION OF DEFORMATION IN PRESSURE-SENSITIVE DILATANT MATERIALS , 1975 .

[25]  R. Hill.  Elastic properties of reinforced solids: some theoretical principles , 1963 .

[26]  René Chambon,et al.  Localization criteria for non‐linear constitutive equations of geomaterials , 2000 .

[27]  Howard L. Schreyer,et al.  Bifurcations in elastic-plastic materials , 1993 .

[28]  D. Broek.  Elastic-plastic fracture mechanics , 1989 .

[29]  J. Rice,et al.  A note on some features of the theory of localization of deformation , 1980 .