Computational modelling of crack-induced permeability evolution in granite with dilatant cracks
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[1] Mark Kachanov,et al. On the problems of crack interactions and crack coalescence , 2013 .
[2] A. Selvadurai,et al. Effective medium methods and a computational approach for estimating geomaterial properties of porous materials with randomly oriented ellipsoidal pores , 2011 .
[3] G. Zijl. A Numerical Formulation for Moisture Migration in Masonry , 1999 .
[4] Yann Charles,et al. A modular damage model for quasi-brittle solids – interaction between initial and induced anisotropy , 2002 .
[5] John A. Hudson,et al. The influence of the intermediate principal stress on rock failure behaviour: A numerical study , 2012 .
[6] Chuangbing Zhou,et al. Experimental investigation and micromechanical analysis of damage and permeability variation in brittle rocks , 2010 .
[7] Leandro R. Alejano,et al. Dilation in granite during servo-controlled triaxial strength tests , 2013 .
[8] Vijay Sonnad,et al. A comparison of direct and preconditioned iterative techniques for sparse, unsymmetric systems of linear equations , 1989 .
[9] Mechanical characterization of pink lac du Bonnet granite: Evidence of nonlinearity and anisotropy , 1997 .
[10] E. T. Brown,et al. A study of the mechanical behaviour of coal for pillar design , 1998 .
[11] John C. Small,et al. Behavior of joints and interfaces subjected to water pressure , 1997 .
[12] Franz-Josef Ulm,et al. A micromechanical analysis of damage propagation in fluid-saturated cracked media , 2006 .
[13] Jean-Raynald de Dreuzy,et al. Hydraulic properties of two‐dimensional random fracture networks following a power law length distribution: 2. Permeability of networks based on lognormal distribution of apertures , 2001 .
[14] D. Halm,et al. Anisotropic damage in quasi-brittle solids: modelling, computational issues and applications , 2000 .
[15] J. P. Harrison,et al. Development of a hydro-mechanical local degradation approach and its application to modelling fluid flow during progressive fracturing of heterogeneous rocks , 2005 .
[16] Thierry Massart,et al. A tomographic imagery segmentation methodology for three-phase geomaterials based on simultaneous region growing , 2014 .
[17] Jonny Rutqvist,et al. Stress-dependent permeability of fractured rock masses: A numerical study , 2004 .
[18] D. Halm,et al. An anisotropic model of damage and frictional sliding for brittle materials , 1998 .
[19] M. Kachanov,et al. A microcrack model of rock inelasticity part II: Propagation of microcracks , 1982 .
[20] J. Harrison,et al. An empirical dilatancy index for the dilatant deformation of rock , 2004 .
[21] R. Ribacchi,et al. Mechanical Tests on Pervasively Jointed Rock Material: Insight into Rock Mass Behaviour , 2000 .
[22] A.P.S. Selvadurai,et al. Stress‐induced permeability evolution in a quasi‐brittle geomaterial , 2012 .
[23] Craig J. Hickey,et al. Mechanics of porous media , 1994 .
[24] Werner Goldsmith,et al. Static and dynamic fracture strength of Barre granite , 1976 .
[25] Robert W. Zimmerman,et al. Estimating the Hydraulic Conductivity of Two-Dimensional Fracture Networks Using Network Geometric Properties , 2010, Transport in Porous Media.
[26] M. Biot. General Theory of Three‐Dimensional Consolidation , 1941 .
[27] André Dragon,et al. Modelling of quasi-brittle behaviour: a discrete approach coupling anisotropic damage growth and frictional sliding , 2008 .
[28] Mgd Marc Geers,et al. Structural Damage Analysis of Masonry Walls using Computational Homogenization , 2007 .
[29] J. Remacle,et al. Gmsh: A 3‐D finite element mesh generator with built‐in pre‐ and post‐processing facilities , 2009 .
[30] A.P.S. Selvadurai,et al. A model for coupled mechanical and hydraulic behaviour of a rock joint , 1998 .
[31] Ahmad Pouya,et al. Numerical simulation of damage–Permeability relationship in brittle geomaterials , 2010 .
[32] N. Barton,et al. Joint aperture and roughness in the prediction of flow and groutability of rock masses , 1997 .
[33] Paulo B. Lourenço,et al. Experimental characterization of the tensile behaviour of granites , 2008 .
[34] B. Shen,et al. THE DISTURBED ZONE AROUND TUNNELS IN JOINTED ROCK MASSES , 1997 .
[35] A. Selvadurai,et al. Macroscopic constitutive equations of thermo-poroviscoelasticity derived using eigenstrains , 2010 .
[36] Ki-Bok Min,et al. Determining the equivalent permeability tensor for fractured rock masses using a stochastic REV approach: Method and application to the field data from Sellafield, UK , 2004 .
[37] Christophe Geuzaine,et al. Gmsh: A 3‐D finite element mesh generator with built‐in pre‐ and post‐processing facilities , 2009 .
[38] J. Shao,et al. Evolution of poroelastic properties and permeability in damaged sandstone , 2010 .
[39] Sheng-hong Chen,et al. Numerical estimation of REV and permeability tensor for fractured rock masses by composite element method , 2008 .
[40] O. K. Mahabadi,et al. An Example of Realistic Modelling of Rock Dynamics Problems: FEM/DEM Simulation of Dynamic Brazilian Test on Barre Granite , 2010 .
[41] A. Pouya,et al. Permeability of 3D discontinuity networks: New tensors from boundary-conditioned homogenisation , 2009 .
[42] Jean-Raynald de Dreuzy,et al. Hydraulic properties of two‐dimensional random fracture networks following a power law length distribution: 1. Effective connectivity , 2001 .
[43] O. K. Mahabadi,et al. Investigating the Influence of Micro-scale Heterogeneity and Microstructure on the Failure and Mechanical Behaviour of Geomaterials , 2012 .
[44] J. Shao,et al. Coupled modeling of damage growth and permeability variation in brittle rocks , 2006 .
[45] A. Scheidegger. General Theory of Dispersion in Porous Media , 1961 .
[46] A. Selvadurai,et al. Mechanics of Poroelastic Media , 1996 .
[47] Ivan Vasconcelos,et al. The influence of crack shape on the effective elasticity of fractured rocks , 2006 .
[48] O. Stephansson,et al. Shear fracture energy of Stripa granite : Results of controlled triaxial testing , 1990 .
[49] Fpt Frank Baaijens,et al. An approach to micro-macro modeling of heterogeneous materials , 2001 .
[50] Evert Hoek,et al. Practical estimates of rock mass strength , 1997 .
[51] Alireza Baghbanan,et al. Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture , 2008 .
[52] Jean-François Remacle,et al. A computational approach to handle complex microstructure geometries , 2003 .
[53] A.P.S. Selvadurai,et al. Permeability Hysterisis of Limestone During Isotropic Compression , 2008, Ground water.
[54] E. Alonso,et al. Considerations of the dilatancy angle in rocks and rock masses , 2005 .
[55] M. Geers,et al. Computational homogenization for heat conduction in heterogeneous solids , 2008 .
[56] Benoît Mercatoris,et al. A coupled two‐scale computational scheme for the failure of periodic quasi‐brittle thin planar shells and its application to masonry , 2011 .
[57] Gudmundur S. Bodvarsson,et al. Hydraulic conductivity of rock fractures , 1996 .
[58] F. Bouchelaghem,et al. Mechanical damage behaviour of an injected sand by periodic homogenization method , 2007 .
[59] N. A. Chandler,et al. The progressive fracture of Lac du Bonnet granite , 1994 .
[60] W. Brekelmans,et al. Prediction of the mechanical behavior of nonlinear heterogeneous systems by multi-level finite element modeling , 1998 .
[61] Françoise Homand,et al. Damage-induced permeability changes in granite: a case example at the URL in Canada , 2001 .
[62] Paul W. J. Glover,et al. Size effect on aperture and permeability of a fracture as estimated in large synthetic fractures , 2006 .
[63] A. Dragon,et al. Discrete approach for modelling quasi-brittle damage: conditions on the set of directions , 2007 .
[64] B. Stimpson,et al. Effects of Grain Size on the Initiation and Propagation Thresholds of Stress-induced Brittle Fractures , 1999 .
[65] Jonny Rutqvist,et al. Thermally induced mechanical and permeability changes around a nuclear waste repository -- a far-field study based on equivalent properties determined by a discrete approach , 2005 .
[66] Grégory Legrain,et al. An X‐FEM and level set computational approach for image‐based modelling: Application to homogenization , 2011 .
[67] M. Kachanov,et al. A microcrack model of rock inelasticity part I: Frictional sliding on microcracks , 1982 .
[68] T. Massart,et al. A unified level set based methodology for fast generation of complex microstructural multi-phase RVEs , 2012 .
[69] Emmanuel M Detournay,et al. Elastoplastic model of a deep tunnel for a rock with variable dilatancy , 1986 .
[70] Robert Charlier,et al. A two scale anisotropic damage model accounting for initial stresses in microcracked materials , 2011 .
[71] A. Cheng,et al. Fundamentals of Poroelasticity , 1993 .
[72] Further development of a plasticity approach to yield in porous rock , 1986 .
[73] Mark Kachanov,et al. Effective elasticity of rocks with closely spaced and intersecting cracks , 2006 .
[74] J. S. Y. Wang,et al. Validity of cubic law for fluid flow in a deformable rock fracture. Technical information report No. 23 , 1979 .
[75] O. K. Mahabadi,et al. A novel approach for micro‐scale characterization and modeling of geomaterials incorporating actual material heterogeneity , 2012 .
[76] Zhou Gang,et al. Permeability-strain equations corresponding to the complete stress—strain path of Yinzhuang Sandstone , 1994 .
[77] I. Djeran-Maigre,et al. Clay compaction modelling by homogenization theory , 2005 .
[78] Jian-Fu Shao,et al. Modelling of induced anisotropic damage in granites , 1999 .
[79] T. Kiyama,et al. Permeability In Anisotropic Granite Under Hydrostatic Compression And Triaxial Compression Including Post-failure Region , 1996 .
[80] M. Kachanov,et al. Mechanics of crack—microcrack interactions , 1990 .
[81] N. Challamel,et al. On the non-conservativeness of a class of anisotropic damage models with unilateral effects , 2006 .
[82] J. Shao,et al. A discrete approach for anisotropic plasticity and damage in semi-brittle rocks , 2010 .
[83] Martin Schanz,et al. Poroelastodynamics: Linear Models, Analytical Solutions, and Numerical Methods , 2009 .
[84] J. Chaboche,et al. FE2 multiscale approach for modelling the elastoviscoplastic behaviour of long fibre SiC/Ti composite materials , 2000 .
[85] Fredrik Larsson,et al. Computational homogenization of uncoupled consolidation in micro‐heterogeneous porous media , 2010 .
[86] K. T. Chau,et al. Coupling between anisotropic damage and permeability variation in brittle rocks , 2005 .
[87] M. Zoback,et al. The effect of microcrack dilatancy on the permeability of westerly granite , 1975 .
[88] Paulo B. Lourenço,et al. Compressive Behavior of Granite: Experimental Approach , 2009 .
[89] Pantelis Liolios,et al. A smooth hyperbolic failure criterion for cohesive-frictional materials , 2013 .
[90] L. Dormieux,et al. Approche micromécanique du couplage perméabilité–endommagement , 2004 .