Shear sliding of rough-walled fracture surfaces under unloading normal stress

[1]  G. Dresen,et al.  High‐Rate Fluid Injection Reduces the Nucleation Length of Laboratory Earthquakes on Critically Stressed Faults in Granite , 2022, Geophysical Research Letters.

[2]  Xuxu Yang,et al.  Laboratory investigation of the shear failure process and strength characteristics of a rock mass containing discontinuous joints under water pressure influence , 2022, Bulletin of Engineering Geology and the Environment.

[3]  Chaolin Wang,et al.  Experimental study on the shear mechanical behaviour of rock-like materials containing one embedded flaw under unloading normal stress conditions , 2022, European Journal of Environmental and Civil Engineering.

[4]  M. He,et al.  Shear mechanical responses of sandstone exposed to high temperature under constant normal stiffness boundary conditions , 2021, Geomechanics and Geophysics for Geo-Energy and Geo-Resources.

[5]  Zhongping Yang,et al.  Shear Behavior of Marlstone Containing Parallel Fissure under Normal Unloading , 2021, KSCE Journal of Civil Engineering.

[6]  Yujing Jiang,et al.  Numerical investigation on the shear behavior of rock-like materials containing fissure-holes with FEM-CZM method , 2020 .

[7]  Da Huang,et al.  Experimental Investigation on Shear Mechanical Behavior of Sandstone Containing a Pre-existing Flaw Under Unloading Normal Stress with Constant Shear Stress , 2020, Rock Mechanics and Rock Engineering.

[8]  Wei Wu,et al.  Unloading-induced rock fracture activation and maximum seismic moment prediction , 2019, Engineering Geology.

[9]  G. Ma,et al.  Experimental Study on the Effects of Unloading Normal Stress on Shear Mechanical Behaviour of Sandstone Containing a Parallel Fissure Pair , 2019, Rock Mechanics and Rock Engineering.

[10]  H. Konietzky,et al.  Cyclic Frictional Responses of Planar Joints Under Cyclic Normal Load Conditions: Laboratory Tests and Numerical Simulations , 2019, Rock Mechanics and Rock Engineering.

[11]  Yujing Jiang,et al.  Effect of Cyclic Loading on the Shear Behaviours of Both Unfilled and Infilled Rough Rock Joints Under Constant Normal Stiffness Conditions , 2019, Rock Mechanics and Rock Engineering.

[12]  A. Ghassemi,et al.  Injection‐Induced Shear Slip and Permeability Enhancement in Granite Fractures , 2018, Journal of Geophysical Research: Solid Earth.

[13]  Yujing Jiang,et al.  Effects of fracture surface roughness and shear displacement on geometrical and hydraulic properties of three-dimensional crossed rock fracture models , 2018 .

[14]  Bo Li,et al.  An Analytical Model for Two-Order Asperity Degradation of Rock Joints Under Constant Normal Stiffness Conditions , 2018, Rock Mechanics and Rock Engineering.

[15]  M. Gutierrez,et al.  Nonlinear shear behavior of rock joints using a linearized implementation of the Barton–Bandis model , 2017 .

[16]  Yi‐Feng Chen,et al.  Experimental investigation on the wetting-induced weakening of sandstone joints , 2017 .

[17]  T. Ishibashi,et al.  Frictional stability‐permeability relationships for fractures in shales , 2017 .

[18]  Chuangbing Zhou,et al.  Laboratory investigation of nonlinear flow characteristics in rough fractures during shear process , 2016 .

[19]  Hui Zhou,et al.  Shear Behaviour and Acoustic Emission Characteristics of Different Joints Under Various Stress Levels , 2016, Rock Mechanics and Rock Engineering.

[20]  Buddhima Indraratna,et al.  A review of shear strength models for rock joints subjected to constant normal stiffness , 2016 .

[21]  D. H. Kim,et al.  Strength of Rock-Like Specimens with Pre-existing Cracks of Different Length and Width , 2016, Rock Mechanics and Rock Engineering.

[22]  Louis Ngai Yuen Wong,et al.  New Criterion for Evaluating the Peak Shear Strength of Rock Joints Under Different Contact States , 2016, Rock Mechanics and Rock Engineering.

[23]  Jung-Wook Park,et al.  Model for the shear behavior of rock joints under CNL and CNS conditions , 2014 .

[24]  Ali Mirzaghorbanali,et al.  Effects of Cyclic Loading on the Shear Behaviour of Infilled Rock Joints Under Constant Normal Stiffness Conditions , 2014, Rock Mechanics and Rock Engineering.

[25]  D. Elsworth,et al.  Shear-induced dilatancy of fluid-saturated faults: Experiment and theory , 2009 .

[26]  N. Tsuchiya,et al.  Mechanical and hydraulic coupling of injection-induced slip along pre-existing fractures , 2008 .

[27]  Yujing Jiang,et al.  Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition , 2004 .

[28]  Kwang-Ho You,et al.  Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading , 2001 .

[29]  J. Rice,et al.  Dilatancy, compaction, and slip instability of a fluid‐infiltrated fault , 1995 .

[30]  N. Barton,et al.  Strength, deformation and conductivity coupling of rock joints , 1985 .

[31]  N. Barton,et al.  FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .

[32]  Nick Barton,et al.  Experimental studies of scale effects on the shear behaviour of rock joints , 1981 .

[33]  D. Cruden,et al.  ESTIMATING JOINT ROUGHNESS COEFFICIENTS , 1979 .

[34]  N. Barton,et al.  The shear strength of rock joints in theory and practice , 1977 .

[35]  Doug Stead,et al.  Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide , 2004 .

[36]  Nick Barton,et al.  Review of a new shear-strength criterion for rock joints , 1973 .