An Experimental and Numerical Investigation of the Mechanical Behavior of Granite Gneiss Under Compression

[1]  Allen W. Hatheway,et al.  The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring; 1974–2006 , 2009 .

[2]  J. Shao,et al.  Induced anisotropic damage and plasticity in initially anisotropic sedimentary rocks , 2012 .

[3]  J. Shao,et al.  Experimental and Numerical Investigations on Strength and Deformation Behavior of Cataclastic Sandstone , 2015, Rock Mechanics and Rock Engineering.

[5]  Sergio Lagomarsino,et al.  A microcrack damage model for brittle materials , 1993 .

[6]  Weiya Xu,et al.  Experimental Researches on Long-Term Strength of Granite Gneiss , 2015 .

[7]  J. Shao,et al.  The gas permeability properties of low-permeability rock in the process of triaxial compression test , 2014 .

[8]  Qi-Zhi Zhu,et al.  Modeling of creep in rock materials in terms of material degradation , 2003 .

[9]  Xia-Ting Feng,et al.  Modeling of anisotropic damage and creep deformation in brittle rocks , 2006 .

[10]  L. Laloui,et al.  Constitutive analysis of shale: a coupled damage plasticity approach , 2015 .

[11]  H. Jing,et al.  Evaluation on strength and deformation behavior of red sandstone under simple and complex loading paths , 2013 .

[12]  J. Shao,et al.  A refined micromechanical damage–friction model with strength prediction for rock-like materials under compression , 2015 .

[13]  Gilles Pijaudier-Cabot,et al.  CONTINUUM DAMAGE THEORY - APPLICATION TO CONCRETE , 1989 .

[14]  Mark S. Diederichs,et al.  A Laboratory-Testing-Based Study on the Strength, Deformability, and Dilatancy of Carbonate Rocks at Low Confinement , 2015, Rock Mechanics and Rock Engineering.

[15]  Teng-fong Wong,et al.  Dilatancy, compaction, and failure mode in Solnhofen limestone , 2000 .

[16]  Wei Wang,et al.  Permeability Evolution of Granite Gneiss During Triaxial Creep Tests , 2016, Rock Mechanics and Rock Engineering.

[17]  J. Mazars A description of micro- and macroscale damage of concrete structures , 1986 .

[18]  Yoshiaki Fujii,et al.  Circumferential strain behavior during creep tests of brittle rocks , 1999 .

[19]  Seokwon Jeon,et al.  An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression , 2011 .

[20]  H. L. Wang,et al.  Experimental Researches on Hydro-Mechanical Properties of Altered Rock Under Confining Pressures , 2014, Rock Mechanics and Rock Engineering.

[21]  V. Palchik,et al.  Is there Link between the Type of the Volumetric Strain Curve and Elastic Constants, Porosity, Stress and Strain Characteristics ? , 2013, Rock Mechanics and Rock Engineering.

[22]  Sumio Murakami,et al.  Constitutive and damage evolution equations of elastic-brittle materials based on irreversible thermodynamics , 1997 .

[23]  C. P. Wang,et al.  Damage and Plastic Deformation Modeling of Beishan Granite Under Compressive Stress Conditions , 2015, Rock Mechanics and Rock Engineering.

[24]  J. Ju,et al.  On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects , 1989 .

[25]  C. Tsang,et al.  Geohydromechanical Processes in the Excavation Damaged Zone in Crystalline Rock, Rock Salt, and Indurated and Plastic Clays , 2004 .

[26]  Yossef H. Hatzor,et al.  The Influence of Porosity on Tensile and Compressive Strength of Porous Chalks , 2004 .

[27]  Jian-Fu Shao,et al.  Poroplastic damage modeling of unsaturated cement-based materials , 2009 .

[28]  M. Kachanov,et al.  A microcrack model of rock inelasticity part I: Frictional sliding on microcracks , 1982 .

[29]  Wei Wang,et al.  Experimental studies on hydro-mechanical properties of metamorphic rock under hydraulic pressures , 2016 .

[30]  S. Pietruszczak,et al.  An elastoplastic constitutive model for concrete , 1988 .

[31]  M. Gupta,et al.  An experimental study of dissolution kinetics of Calcite, Dolomite, Leucogranite and Gneiss in buffered solutions at temperature 25 and 5°C , 2008 .

[32]  Jian-Fu Shao,et al.  An Experimental Study and Constitutive Modeling of Saturated Porous Rocks , 2014, Rock Mechanics and Rock Engineering.

[33]  Zenon Mróz,et al.  A continuum model for plastic-brittle behaviour of rock and concrete , 1979 .