Experimental study on strength and failure behavior of transversely isotropic rock-like material under uniaxial compression

[1]  P. Ranjith,et al.  Experimental Study on Mechanical Behavior and Brittleness Characteristics of Longmaxi Formation Shale in Changning, Sichuan Basin, China , 2020, Rock Mechanics and Rock Engineering.

[2]  Yan‐Hua Huang,et al.  Experiment and Discrete Element Modelling on Strength, Deformation and Failure Behaviour of Shale Under Brazilian Compression , 2019, Rock Mechanics and Rock Engineering.

[3]  W. Tian,et al.  Discrete element simulation on failure mechanical behavior of transversely isotropic rocks under different confining pressures , 2019, Arabian Journal of Geosciences.

[4]  Yan‐Hua Huang,et al.  Strength, deformability and X-ray micro-CT observations of transversely isotropic composite rock under different confining pressures , 2019, Engineering Fracture Mechanics.

[5]  P. Yin,et al.  Discrete Element Modeling of Strength and Failure Behavior of Transversely Isotropic Rock under Uniaxial Compression , 2019, Journal of the Geological Society of India.

[6]  Y. Zhang,et al.  Bonded-particle discrete element modeling of mechanical behaviors of interlayered rock mass under loading and unloading conditions , 2018, Geomechanics and Geophysics for Geo-Energy and Geo-Resources.

[7]  Sheng-Qi Yang,et al.  Experimental investigation of the strength and failure behavior of layered sandstone under uniaxial compression and Brazilian testing , 2018, Acta Geophysica.

[8]  Tian-bin Li,et al.  Experimental study on the uniaxial compressive strength of artificial jointed rock mass specimen after high temperatures , 2018 .

[9]  D. Elsworth,et al.  Failure response of composite rock-coal samples , 2018 .

[10]  Liyuan Yu,et al.  An experimental study on fracture mechanical behavior of rock-like materials containing two unparallel fissures under uniaxial compression , 2016 .

[11]  Xiangchao Shi,et al.  An Anisotropic Strength Model for Layered Rocks Considering Planes of Weakness , 2016, Rock Mechanics and Rock Engineering.

[12]  D. Elsworth,et al.  Distinct element modeling of strength variation in jointed rock masses under uniaxial compression , 2016 .

[13]  Tao Xu,et al.  Do joint geometrical properties influence the fracturing behaviour of jointed rock? An investigation through joint orientation , 2015 .

[14]  K. Min,et al.  Bonded-particle discrete element modeling of mechanical behavior of transversely isotropic rock , 2015 .

[15]  N. K. Samadhiya,et al.  A nonlinear criterion for triaxial strength of inherently anisotropic rocks , 2015, Rock Mechanics and Rock Engineering.

[16]  V. Rasouli,et al.  Mechanical and Elastic Properties of Transversely Isotropic Slate , 2014, Rock Mechanics and Rock Engineering.

[17]  X. Zhuang,et al.  A comparative study on unfilled and filled crack propagation for rock-like brittle material , 2014 .

[18]  E. Ali,et al.  Assessments of Strength Anisotropy and Deformation Behavior of Banded Amphibolite Rocks , 2014, Geotechnical and Geological Engineering.

[19]  V. Rasouli,et al.  A modified empirical criterion for strength of transversely anisotropic rocks with metamorphic origin , 2013, Bulletin of Engineering Geology and the Environment.

[20]  Seokwon Jeon,et al.  Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist , 2012 .

[21]  Erik Eberhardt,et al.  The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 1974–2006, Resat Ulusay, John A. Hudson (Eds.). Commission on Testing Methods, International Society for Rock Mechanics. 628pp., €25 (ISRM members), €30 (non-members), ISBN: 978-975-93675-4-1. , 2009 .

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

[23]  G. Tsiambaos,et al.  A modified Hoek-Brown failure criterion for anisotropic intact rock , 2008 .

[24]  C. Juang,et al.  An experimental investigation of the failure mechanism of simulated transversely isotropic rocks , 2006 .

[25]  Yoshiaki Fujii,et al.  Consideration of fracture growth from an inclined slit and inclined initial fracture at the surface of rock and mortar in compression , 2004 .

[26]  T. Unlu,et al.  Effect of transverse anisotropy on the Hoek-Brown strength parameter 'mi' for intact rocks , 2004 .

[27]  Ming Chuan Kuo,et al.  A failure criterion for transversely isotropic rocks , 2001 .

[28]  Yong-Ming Tien,et al.  Preparation and mechanical properties of artificial transversely isotropic rock , 2000 .

[29]  J. Shao,et al.  A modified single plane of weakness theory for the failure of highly stratified rocks , 1998 .

[30]  T. Ramamurthy,et al.  Failure mechanism in schistose rocks , 1997 .

[31]  B. Amadei.  Importance of anisotropy when estimating and measuring in situ stresses in rock , 1996 .

[32]  E. T. Brown,et al.  EMPIRICAL STRENGTH CRITERION FOR ROCK MASSES , 1980 .

[33]  P G Ranjith,et al.  Energy monitoring and analysis during deformation of bedded-sandstone: use of acoustic emission. , 2014, Ultrasonics.

[34]  Chunsheng Zhang,et al.  A Particle-Based Model for Studying Anisotropic Strength and Deformation of Schist , 2013 .

[35]  B. Park,et al.  Discrete Element Modeling of Transversely Isotropic Rock , 2013 .

[36]  Ping Cao,et al.  Failure characteristics and its influencing factors of rock-like material with multi-fissures under uniaxial compression , 2012 .

[37]  K. Min,et al.  Discrete Element Modelling of Shale as a Transversely Isotropic Rock , 2012 .

[38]  Zhang Guimin,et al.  PHYSICAL SIMULATION OF DEFORMATION AND FAILURE MECHANISM OF SOFT AND HARD INTERBEDDED SALT ROCKS , 2012 .

[39]  Xilin Shi,et al.  Research on a model material preparation method for alternate layered rock mass and preliminary experiment , 2011 .

[40]  John A. Hudson,et al.  Estimating the transversely isotropic elastic intact rock properties for in situ stress measurement data reduction: A case study of the Olkiluoto mica gneiss, Finland , 2007 .

[41]  M. H. B. Nasseri,et al.  Anisotropic strength and deformational behavior of Himalayan schists , 2003 .

[42]  J. P. Henry,et al.  ASSESSMENT OF SOME FAILURE CRITERIA FOR STRONGLY ANISOTROPIC GEOMATERIALS , 1998 .

[43]  J. P. Henry,et al.  Laboratory investigation of the mechanical behaviour of Tournemire shale , 1997 .