An experimental study on failure mechanical behavior and cracking mechanism of rectangular solid sandstone containing two non-coplanar fissures under conventional triaxial compression

[1]  Shucai Li,et al.  Development of a Novel Triaxial Rock Testing Method Based on Biaxial Test Apparatus and Its Application , 2021, Rock Mechanics and Rock Engineering.

[2]  P. Ranjith,et al.  Cracking behavior of rock containing non-persistent joints with various joints inclinations , 2020 .

[3]  Xiaoping Zhou,et al.  Forecasting Catastrophic Rupture in Brittle Rocks Using Precursory AE Time Series , 2020, Journal of Geophysical Research: Solid Earth.

[4]  P. Feng,et al.  Coupled effects of static-dynamic strain rates on the mechanical and fracturing behaviors of rock-like specimens containing two unparallel fissures , 2019, Engineering Fracture Mechanics.

[5]  Sheng-Qi Yang,et al.  Crack coalescence behavior of sandstone specimen containing two pre-existing flaws under different confining pressures , 2019, Theoretical and Applied Fracture Mechanics.

[6]  Zhi-Liang Wang,et al.  Cracking behavior of three types granite with different grain size containing two non-coplanar fissures under uniaxial compression , 2018, Archives of Civil and Mechanical Engineering.

[7]  P. Ranjith,et al.  Failure mechanical and acoustic behavior of brine saturated-sandstone containing two pre-existing flaws under different confining pressures , 2018 .

[8]  Xiaoping Zhou,et al.  Experimental Study on the Growth, Coalescence and Wrapping Behaviors of 3D Cross-Embedded Flaws Under Uniaxial Compression , 2018, Rock Mechanics and Rock Engineering.

[9]  D. Ma,et al.  Physical and mechanical behavior of granite containing pre-existing holes after high temperature treatment , 2017 .

[10]  Sheng-Qi Yang,et al.  An experimental investigation on strength, deformation and crack evolution behavior of sandstone containing two oval flaws under uniaxial compression , 2017 .

[11]  Jiang Zhu,et al.  The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression , 2016, Rock Mechanics and Rock Engineering.

[12]  Lianyang Zhang,et al.  Cracking and Stress–Strain Behavior of Rock-Like Material Containing Two Flaws Under Uniaxial Compression , 2016, Rock Mechanics and Rock Engineering.

[13]  Ping Cao,et al.  Mechanical Behavior of Brittle Rock-Like Specimens with Pre-existing Fissures Under Uniaxial Loading: Experimental Studies and Particle Mechanics Approach , 2016, Rock Mechanics and Rock Engineering.

[14]  G. Fu,et al.  Investigation on Mechanical Behaviors of Sandstone with Two Preexisting Flaws under Triaxial Compression , 2016, Rock Mechanics and Rock Engineering.

[15]  Xuhai Tang,et al.  Crack coalescence between two non-parallel flaws in rock-like material under uniaxial compression , 2015 .

[16]  Ping Cao,et al.  Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression , 2015 .

[17]  Tomoki Shiotani,et al.  Advanced structural health monitoring of concrete structures with the aid of acoustic emission , 2014 .

[18]  H. Jing,et al.  Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression , 2014 .

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

[20]  Hao Cheng,et al.  An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression , 2014, Rock Mechanics and Rock Engineering.

[21]  H. M. Saman,et al.  Acoustic emission signal for fatigue crack classification on reinforced concrete beam , 2013 .

[22]  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.

[23]  Sheng-Qi Yang,et al.  Strength failure and crack coalescence behavior of brittle sandstone samples containing a single fissure under uniaxial compression , 2011 .

[24]  D. Aggelis.  Classification of cracking mode in concrete by acoustic emission parameters , 2011 .

[25]  Antonio Bobet,et al.  Crack coalescence in specimens with open and closed flaws: A comparison , 2009 .

[26]  L. Wong,et al.  Crack Coalescence in Molded Gypsum and Carrara Marble: Part 1. Macroscopic Observations and Interpretation , 2009 .

[27]  Sheng-Qi Yang,et al.  Experimental Investigation on Strength and Failure Behavior of Pre-cracked Marble Under Conventional Triaxial Compression , 2008 .

[28]  T. Isoda,et al.  ACOUSTIC EMISSION TECHNIQUES STANDARDIZED FOR CONCRETE STRUCTURES , 2008 .

[29]  H. H. Einstein,et al.  Crack Coalescence in Molded Gypsum and Carrara Marble: Part 2—Microscopic Observations and Interpretation , 2008 .

[30]  J.G.M. van Mier,et al.  Temporal and spatial development of drying shrinkage cracking in cement-based materials , 2003 .

[31]  Antonio Bobet,et al.  Coalescence of multiple flaws in a rock-model material in uniaxial compression , 2002 .

[32]  John A. Hudson,et al.  Draft ISRM suggested method for the complete stress-strain curve for intact rock in uniaxial compression , 1999 .

[33]  Herbert H. Einstein,et al.  Fracture coalescence in rock-type materials under uniaxial and biaxial compression , 1998 .

[34]  Evert Hoek,et al.  Practical estimates of rock mass strength , 1997 .