Three-dimensional failure behavior and cracking mechanism of rectangular solid sandstone containing a single fissure under triaxial compression
暂无分享,去创建一个
P. Ranjith | W. Tian | Miao Chen | Xiang-ru Liu | Sheng-qi Yang | Wu Cai
[1] Chunmei He,et al. Mechanical behaviours of sandstone containing intersecting fissures under uniaxial compression , 2021, Journal of Rock Mechanics and Geotechnical Engineering.
[2] Hao Zhang,et al. Experimental study on strength properties, fracture patterns, and permeability behaviors of sandstone containing two filled fissures under triaxial compression , 2021, Bulletin of Engineering Geology and the Environment.
[3] W. Tian,et al. An experimental study on failure mechanical behavior and cracking mechanism of rectangular solid sandstone containing two non-coplanar fissures under conventional triaxial compression , 2021 .
[4] Zhongping Yang,et al. Shear Behavior of Marlstone Containing Parallel Fissure under Normal Unloading , 2021, KSCE Journal of Civil Engineering.
[5] Da Huang,et al. Experimental Study on Failure Behaviour of Ligaments Between Strike-Inconsistent Fissure Pairs Under Uniaxial Compression , 2021, Rock Mechanics and Rock Engineering.
[6] Sheng-Qi Yang,et al. Experiment and peridynamic simulation on cracking behavior of red sandstone containing a single non-straight fissure under uniaxial compression , 2020 .
[7] G. Ma,et al. Non-tip failure of smooth fissure in 3D printed specimens , 2020 .
[8] Xiaoping Zhou,et al. Real-time experiment investigations on the coupled thermomechanical and cracking behaviors in granite containing three pre-existing fissures , 2020 .
[9] H. Jing,et al. Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression , 2019, Rock Mechanics and Rock Engineering.
[10] Meimei Feng,et al. Loading rate and confining pressure effect on dilatancy, acoustic emission, and failure characteristics of fissured rock with two pre-existing flaws , 2019, Comptes Rendus Mécanique.
[11] P. Feng,et al. Mechanical behaviors of rock-like specimens with two non-coplanar fissures subjected to coupled static-dynamic loads , 2018, Engineering Fracture Mechanics.
[12] Yan‐Hua Huang,et al. An experimental study on deformation and failure mechanical behavior of granite containing a single fissure under different confining pressures , 2017, Environmental Earth Sciences.
[13] Shengqi Yang. Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression , 2016 .
[14] Yan‐Hua Huang,et al. Three-Dimensional Numerical Simulation on Triaxial Failure Mechanical Behavior of Rock-Like Specimen Containing Two Unparallel Fissures , 2016, Rock Mechanics and Rock Engineering.
[15] Tantan Zhu,et al. Physical and mechanical properties of sandstone containing a single fissure after exposure to high temperatures , 2016 .
[16] Xibing Li,et al. Dynamic Strength and Fracturing Behavior of Single-Flawed Prismatic Marble Specimens Under Impact Loading with a Split-Hopkinson Pressure Bar , 2016, Rock Mechanics and Rock Engineering.
[17] G. Fu,et al. Investigation on Mechanical Behaviors of Sandstone with Two Preexisting Flaws under Triaxial Compression , 2016, Rock Mechanics and Rock Engineering.
[18] Y. Gui,et al. Experimental study of mechanical behavior and X-ray micro CT observations of sandstone under conventional triaxial compression , 2015 .
[19] Zhou Kui. Experimental study and numerical simulation of propagation and coalescence process of a single three-dimensional flaw in rocks , 2013 .
[20] G. Yun-hua. Experimental study of failure characteristic of single jointed rock mass under triaxial compression tests , 2012 .
[21] 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.
[22] Sheng-Qi Yang,et al. Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression , 2011 .
[23] I..,et al. The Phenomena of Rupture and Flow in Solids , 2011 .
[24] H. Einstein,et al. Experimental study of the cracking behavior of specimens containing inclusions (under uniaxial compression) , 2010 .
[25] Antonio Bobet,et al. Crack coalescence in specimens with open and closed flaws: A comparison , 2009 .
[26] Louis Ngai Yuen Wong,et al. Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression , 2009 .
[27] Sheng-Qi Yang,et al. Experimental Investigation on Strength and Failure Behavior of Pre-cracked Marble Under Conventional Triaxial Compression , 2008 .
[28] M. Prudencio,et al. Strength and failure modes of rock mass models with non-persistent joints , 2007 .
[29] Yin-Ping Li,et al. Experimental research on pre-cracked marble under compression , 2005 .
[30] A. Dyskin,et al. Crack growth under biaxial compression , 2002 .
[31] John A. Hudson,et al. Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression , 1999 .
[32] Huang Jiefan,et al. An experimental study of the strain field development prior to failure of a marble plate under compression , 1990 .
[33] Jean-Pierre Petit,et al. Can natural faults propagate under Mode II conditions , 1988 .
[34] E. Z. Lajtai. Brittle fracture in compression , 1974 .