A review of discrete modeling techniques for fracturing processes in discontinuous rock masses
暂无分享,去创建一个
[1] Evert Hoek,et al. Strength of jointed rock masses , 1983 .
[2] Antonio Munjiza,et al. Penalty function method for combined finite–discrete element systems comprising large number of separate bodies , 2000 .
[3] C. Martin,et al. A clumped particle model for rock , 2007 .
[4] 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 .
[5] J. Cogan. Support of Underground Excavations in Hard Rock , 1996 .
[6] Duhee Park,et al. Experimental and numerical analyses of an opening in a jointed rock mass under biaxial compression , 2011 .
[7] T. Kazerani,et al. A Discrete Element Model for Predicting Shear Strength and Degradation of Rock Joint by Using Compressive and Tensile Test Data , 2011, Rock Mechanics and Rock Engineering.
[8] S. Nemat-Nasser,et al. Brittle failure in compression: splitting faulting and brittle-ductile transition , 1986, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.
[9] J. B. Martino,et al. Observations of brittle failure around a circular test tunnel , 1997 .
[10] J. Lemos. Recent developments and future trends in distinct element methods— UDEC/3DEC and PFC codes : José V. Lemos , 2012 .
[11] Numerical modeling of rock mechanics tests in layered media using a finite/discrete element ap-proach , 2008 .
[12] Zhihong Zhao. Gouge Particle Evolution in a Rock Fracture Undergoing Shear: a Microscopic DEM Study , 2013, Rock Mechanics and Rock Engineering.
[13] E. G. Richard,et al. A model for the mechanics of jointed rock , 1968 .
[14] C. Derek Martin,et al. Effect of heterogeneity of brittle rock on micromechanical extensile behavior during compression loading , 2010 .
[15] Vamegh Rasouli,et al. Assessment of rock fracture surface roughness using Riemannian statistics of linear profiles , 2010 .
[16] J. C. Jaeger,et al. Fundamentals of rock mechanics , 1969 .
[17] N. Bicanic,et al. 3.08 – Fragmentation and Discrete Element Methods , 2003 .
[18] John A. Hudson,et al. Numerical methods in rock mechanics , 2002 .
[19] Ming Cai,et al. Numerical Simulation Of The Brazilian Test And The Tensile Strength Of Anisotropic Rocks And Rocks With Pre-Existing Cracks , 2004 .
[20] B. Corkum,et al. Analysis of Blocky Rock Slopes With Finite Element Shear Strength Reduction Analysis , 2007 .
[21] David R. Owen,et al. Parallelised finite/discrete element simulation of multi‐fracturing solids and discrete systems , 2001 .
[22] F. Donze,et al. A DEM model for soft and hard rocks: Role of grain interlocking on strength , 2013 .
[23] D. Owen,et al. Discrete fracture in quasi-brittle materials under compressive and tensile stress states , 2004 .
[24] J. Dyszlewicz. Micropolar theory of elasticity , 2004 .
[25] John A. Hudson,et al. Comprehensive rock engineering : principles, practice, and projects , 1993 .
[26] B. Stimpson,et al. CHANGES IN ACOUSTIC EVENT PROPERTIES WITH PROGRESSIVE FRACTURE DAMAGE , 1997 .
[27] D. Borst,et al. Fundamental issues in finite element analyses of localization of deformation , 1993 .
[28] J. Kozicki,et al. A new open-source software developed for numerical simulations using discrete modeling methods , 2008 .
[29] M. F. Marji,et al. Numerical analysis of confinement effect on crack propagation mechanism from a flaw in a pre-cracked rock under compression , 2012 .
[30] Davide Elmo,et al. The Development of a new Numerical Modelling Approach for Naturally Fractured Rock Masses , 2006 .
[31] P. A. Cundall,et al. NUMERICAL MODELLING OF DISCONTINUA , 1992 .
[32] Davide Elmo,et al. Numerical Analysis of Block Caving-Induced Instability in Large Open Pit Slopes: A Finite Element/Discrete Element Approach , 2010 .
[33] M. B. Reed,et al. A coupled distinct element—finite element method for large deformation analysis of rock masses , 1991 .
[34] Yossef H. Hatzor,et al. The stability of a laminated Voussoir beam: Back analysis of a historic roof collapse using DDA , 1998 .
[35] C. Scholz,et al. Dilatancy in the fracture of crystalline rocks , 1966 .
[36] T. Wanne. Bonded-particle simulation of Tunnel Sealing Experiment , 2009 .
[37] 小田 匡寛. Mechanism of Brittle Fracture of Rock, Part I-Theory of the Fracture Process, Part II-Experimental Studies, Part III-Fracture intension and urider Long-Term Loading, By Z. T. Bierriawski, Int. J. Rock Mech. Min. Sci., Vol 4, p. 395-430 , 1968 .
[38] B. Damjanac,et al. MECHANICAL DEGRADATION OF EMPLACEMENT DRIFTS AT YUCCA MOUNTAIN - A CASE STUDY IN ROCK MECHANICS, PART 1: NONLITHOPHYSAL ROCK, PART 2: LITHOPHYSAL ROCK , 2006 .
[39] E. Rutter. Experimental Rock Deformation—the Brittle Field , 1979 .
[40] E. J. Sellers,et al. Modelling of the effect of discontinuities on the extent of the fracture zone surrounding deep tunnels , 2000 .
[41] F. Donze,et al. Strength characterization of rock masses, using a coupled DEM–DFN model , 2012 .
[42] Giovanni Battista Barla,et al. A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock Fractures , 2012, Rock Mechanics and Rock Engineering.
[43] H. Honi,et al. Brittle Failure in Comression : Splitting Faulting and Brittle-Ductile Transition , 1986 .
[44] Fulvio Tonon,et al. Numerical Models in Discontinuous Media: Review of Advances for Rock Mechanics Applications , 2009 .
[45] Pk Kaiser,et al. Rock Mechanics Challenges in Underground Construction and Mining , 2008 .
[46] A. Karakas. Practical Rock Engineering , 2008 .
[47] Hui Zhou,et al. Simulation of the rock microfracturing process under uniaxial compression using an elasto-plastic cellular automaton , 2006 .
[48] I. Vardoulakis,et al. The thickness of shear bands in granular materials , 1987 .
[49] Manoj Khanal,et al. Scale effects on strength of geomaterials, case study: Coal , 2011 .
[50] R. P. Young,et al. Simulation of Unstable Fault Slip in Granite Using a Bonded-particle Model , 2002 .
[51] Mark S. Diederichs,et al. Manuel Rocha Medal Recipient Rock Fracture and Collapse Under Low Confinement Conditions , 2003 .
[52] Davide Elmo,et al. An Integrated Numerical Modelling–Discrete Fracture Network Approach Applied to the Characterisation of Rock Mass Strength of Naturally Fractured Pillars , 2010 .
[53] D. Potyondy,et al. Bonded-Particle Simulations of the In-Situ Failure Test At Olkiluoto , 2001 .
[54] Jamshid Ghaboussi,et al. Finite element for rock joints and interfaces , 1973 .
[55] Diego Mas Ivars,et al. The synthetic rock mass approach for jointed rock mass modelling , 2011 .
[56] B. Amadei. Importance of anisotropy when estimating and measuring in situ stresses in rock , 1996 .
[57] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .
[58] Hans Muhlhaus,et al. 8 – Continuum Models for Layered and Blocky Rock , 1993 .
[59] M. Cai,et al. Fracture Initiation and Propagation in a Brazilian Disc with a Plane Interface: a Numerical Study , 2013, Rock Mechanics and Rock Engineering.
[60] R. E. Hammah,et al. The Practical Modelling of Discontinuous Rock Masses with Finite Element Analysis , 2008 .
[61] Hans Muhlhaus,et al. A variational principle for gradient plasticity , 1991 .
[62] G. Bfer,et al. An isoparametric joint/interface element for finite element analysis , 1985 .
[63] Lanru Jing,et al. A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering , 2003 .
[64] R. P. Young,et al. Dynamic modelling of induced seismicity , 2004 .
[65] D. Lockner,et al. Quasi-static fault growth and shear fracture energy in granite , 1991, Nature.
[66] Frédéric-Victor Donzé,et al. YADE‐OPEN DEM: an open‐source software using a discrete element method to simulate granular material , 2009 .
[67] Doug Stead,et al. Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide , 2004 .
[68] P. A. Cundall,et al. Modeling of Reinforced Concrete Using the Distinct Element Method , 1989 .
[69] J. Curran,et al. Limits of Applicability of the Finite Element Explicit Joint Model In the Analysis of Jointed Rock Problems , 2010 .
[70] M. Board,et al. UDEC simulation of Triaxial Testing of Lithophysal Tuff , 2004 .
[71] G. Shi,et al. Discontinuous Deformation Analysis - A New Method Forcomputing Stress, Strain And Sliding Of Block Systems , 1988 .
[72] William Dershowitz,et al. Modeling mechanical layering effects on stability of underground openings in jointed sedimentary rocks , 2009 .
[73] A. Munjiza. The Combined Finite-Discrete Element Method , 2004 .
[74] A. Munjiza,et al. Mesh size sensitivity of the combined FEM/DEM fracture and fragmentation algorithms , 2002 .
[75] Guowei Ma,et al. Numerical simulation of compressive failure of heterogeneous rock-like materials using SPH method , 2011 .
[76] Philip G. Meredith,et al. Laboratory Simulation of Volcano Seismicity , 2008, Science.
[77] D. O. Potyondy,et al. A Flat-Jointed Bonded-Particle Material For Hard Rock , 2012 .
[78] Giovanni Grasselli,et al. Continuum–discontinuum analysis of failure mechanisms around unsupported circular excavations in anisotropic clay shales , 2014 .
[79] Na Liu,et al. Mercury in the marine boundary layer and seawater of the South China Sea: Concentrations, sea/air flux, and implication for land outflow , 2010 .
[80] C. Tang,et al. Numerical simulation of progressive rock failure and associated seismicity , 1997 .
[81] J. P. Harrison,et al. A review of the state of the art in modelling progressive mechanical breakdown and associated fluid flow in intact heterogeneous rocks , 2006 .
[82] C. Tang,et al. The DDD method based on combination of RFPA and DDA , 2013 .
[83] Ove Stephansson,et al. Fundamentals of discrete element methods for rock engineering , 2007 .
[84] R. Goodman. Introduction to Rock Mechanics , 1980 .
[85] John M Kemeny,et al. Time-dependent drift degradation due to the progressive failure of rock bridges along discontinuities , 2005 .
[86] Guangqi Chen,et al. Frontiers of Discontinuous Numerical Methods and Practical Simulations in Engineering and Disaster Prevention , 2013 .
[87] T. Kazerani,et al. Effect of micromechanical parameters of microstructure on compressive and tensile failure process of rock , 2013 .
[88] P. Cundall,et al. Modelling Rock Using Bonded Assemblies of Circular Particles , 1996 .
[89] J. P. Harrison,et al. Development of a local degradation approach to the modelling of brittle fracture in heterogeneous rocks , 2002 .
[90] D. Owen,et al. A combined finite‐discrete element method in transient dynamics of fracturing solids , 1995 .
[91] D. Stead,et al. Role of Rock Mass Fabric and Faulting in the Development of Block Caving Induced Surface Subsidence , 2010 .
[92] Cv Clemens Verhoosel,et al. Non‐linear Finite Element Analysis , 2012 .
[93] C. Martin,et al. Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength , 1997 .
[94] Jian Zhao,et al. Micromechanical parameters in bonded particle method for modelling of brittle material failure , 2010 .
[95] L. Wong,et al. Cracking Processes in Rock-Like Material Containing a Single Flaw Under Uniaxial Compression: A Numerical Study Based on Parallel Bonded-Particle Model Approach , 2011, Rock Mechanics and Rock Engineering.
[96] Antonio Munjiza,et al. Combined single and smeared crack model in combined finite-discrete element analysis , 1999 .
[97] Z. Bažant,et al. Nonlocal Continuum Damage, Localization Instability and Convergence , 1988 .
[98] Giovanni Grasselli,et al. Numerical Modelling of the Anisotropic Mechanical Behaviour of Opalinus Clay at the Laboratory-Scale Using FEM/DEM , 2012, Rock Mechanics and Rock Engineering.
[99] O. K. Mahabadi,et al. Y-Geo: New Combined Finite-Discrete Element Numerical Code for Geomechanical Applications , 2012 .
[100] Cv Clemens Verhoosel,et al. Non-Linear Finite Element Analysis of Solids and Structures , 1991 .
[101] Dwayne D. Tannant,et al. Thin tunnel liners modelled with particle flow code , 2004 .
[102] E. Hoek,et al. Empirical estimation of rock mass modulus , 2006 .
[103] S. C. Blair,et al. Analysis of compressive fracture in rock using statistical techniques: Part I. A non-linear rule-based model , 1998 .
[104] A. Bradley. Investigating the Influence of Mechanical anisotropy on the Fracturing Behaviour of Brittle Clay Shales with Application to Deep Geological Repositories , 2014 .
[105] Yossef H. Hatzor,et al. Stability of shallow karstic caverns in blocky rock masses , 2010 .
[106] M. Cai,et al. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries : Insight from numerical modeling , 2008 .
[107] Joseph F Labuz,et al. SIMULATION OF FAILURE AROUND A CIRCULAR OPENING IN ROCK , 2002 .
[108] P. A. Cundall,et al. Modeling notch-formation mechanisms in the URL Mine-by Test Tunnel using bonded assemblies of circular particles , 1998 .
[109] B. Damjanac,et al. Mechanical degradation of emplacement drifts at Yucca Mountain—A modeling case study , 2007 .
[110] Bernard Amadei,et al. Extensions of discontinuous deformation analysis for jointed rock masses , 1996 .
[111] Marco Barla,et al. Special Issue on Advances in Modeling Rock Engineering Problems , 2012 .
[112] K. G. Sharma,et al. On joint/interface elements and associated problems of numerical ill‐conditioning , 1979 .
[113] O. K. Mahabadi,et al. Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis , 2013 .
[114] Yujing Jiang,et al. Simulation of cracking near a large underground cavern in a discontinuous rock mass using the expanded distinct element method , 2009 .
[115] R. J. Pine,et al. A new discrete fracture modelling approach for rock masses , 2007 .
[116] R. P. Young,et al. Moment tensors and micromechanical models , 2002 .
[117] R. P. Young,et al. Bonded-particle modeling of thermally fractured granite , 2008 .
[118] Callaghan,et al. Measurement of fracture toughness of hydrided Zircaloy - 4 , 2004 .
[119] Z. T. Bieniawski,et al. Mechanism of brittle fracture of rockPart IIexperimental studies , 1967 .
[120] P. Cundall,et al. A bonded-particle model for rock , 2004 .
[121] Evert Hoek,et al. HOEK-BROWN FAILURE CRITERION - 2002 EDITION , 2002 .
[122] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[123] O. K. Mahabadi,et al. A novel approach for micro‐scale characterization and modeling of geomaterials incorporating actual material heterogeneity , 2012 .
[124] Louis Ngai Yuen Wong,et al. Crack Initiation, Propagation and Coalescence in Rock-Like Material Containing Two Flaws: a Numerical Study Based on Bonded-Particle Model Approach , 2013, Rock Mechanics and Rock Engineering.
[125] Masami Nakagawa,et al. Measurement of fracture toughness using the distinct element method , 2007 .
[126] D. Stead,et al. Asperity Degradation and Damage in the Direct Shear Test: A Hybrid FEM/DEM Approach , 2008 .
[127] Doug Stead,et al. Numerical Modelling of Brittle Rock Failure Using a Combined Finite-discrete Element Approach: Implications For Rock Engineering Design , 2003 .
[128] M. Yan,et al. Numerical modelling of brittle fracture and step-path failure: from laboratory to rock slope scale , 2008 .
[129] F. Donze,et al. Modelling progressive failure in fractured rock masses using a 3D discrete element method , 2012 .
[130] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[131] R. P. Young,et al. Simulating acoustic emissions in bonded-particle models of rock , 2000 .
[132] O. K. Mahabadi,et al. Numerical modelling of a Brazilian Disc test of layered rocks using the combined finite-discrete element method , 2009 .
[133] O. K. Mahabadi,et al. Investigating the Influence of Micro-scale Heterogeneity and Microstructure on the Failure and Mechanical Behaviour of Geomaterials , 2012 .
[134] A. Munjiza,et al. NBS contact detection algorithm for bodies of similar size , 1998 .