Dynamic Mode II Fracture Toughness of Rocks Subjected to Various In Situ Stress Conditions

[1]  S. Pirmohammad,et al.  Mode II fracture tests on asphalt concrete at different temperatures using semi-circular bend specimen loaded by various types of supports , 2021, Theoretical and Applied Fracture Mechanics.

[2]  K. Xia,et al.  Dynamic Mode Ⅱ fracture behavior of rocks under hydrostatic pressure using the short core in compression (SCC) method , 2021, International Journal of Mining Science and Technology.

[3]  Bo-Hyun Kim,et al.  Laboratory investigation of the anisotropic confinement-dependent brittle-ductile transition of a Utah coal , 2021, International journal of mining science and technology.

[4]  Guoyan Zhao,et al.  Mechanical properties and failure behavior of rock with different flaw inclinations under coupled static and dynamic loads , 2020, Journal of Central South University.

[5]  Zhenyu Han,et al.  Full- and Local-Field Strain Evolution and Fracture Behavior of Precracked Granite under Coupled Static and Dynamic Loads , 2020 .

[6]  Zhenyu Han,et al.  Experimental evaluation on rock failure mechanism with combined flaws in a connected geometry under coupled static-dynamic loads , 2020 .

[7]  K. Xia,et al.  Evaluation of the short core in compression (SCC) method for measuring mode II fracture toughness of rocks , 2020 .

[8]  Zilong Zhou,et al.  Dynamic Response and Energy Evolution of Sandstone Under Coupled Static–Dynamic Compression: Insights from Experimental Study into Deep Rock Engineering Applications , 2019, Rock Mechanics and Rock Engineering.

[9]  K. Xia,et al.  Dynamic Mode II Fracture Toughness of Rocks Subjected to Confining Pressure , 2019, Rock Mechanics and Rock Engineering.

[10]  K. Xia,et al.  Dynamic Fracture Test of Laurentian Granite Subjected to Hydrostatic Pressure , 2019, Experimental Mechanics.

[11]  Xibing Li,et al.  Effect of thermal treatment on the mode I fracture toughness of granite under dynamic and static coupling load , 2018 .

[12]  T. Zhao,et al.  Fracture prediction of rocks under mode I and mode II loading using the generalized maximum tangential strain criterion , 2017 .

[13]  F. Berto,et al.  Application of an average strain energy density criterion to obtain the mixed mode fracture load of granite rock tested with the cracked asymmetric four-point bend specimens , 2017, Theoretical and Applied Fracture Mechanics.

[14]  M. Aliha,et al.  Crack behavior analysis of roller compacted concrete mixtures containing reclaimed asphalt pavement and crumb rubber , 2017 .

[15]  K. Xia,et al.  A dynamic punch-through shear method for determining dynamic Mode II fracture toughness of rocks , 2017 .

[16]  T. Anderson,et al.  Fracture mechanics - Fundamentals and applications , 2017 .

[17]  P. Cao,et al.  Mixed mode fracture analysis of semi-circular bend (SCB) specimen: A numerical study based on extended finite element method , 2017 .

[18]  T. Zhao,et al.  Stress intensity factors and fracture process zones of ISRM-suggested chevron notched specimens for mode I fracture toughness testing of rocks , 2016 .

[19]  Pascal Forquin,et al.  Experimental characterization of the punch through shear strength of an ultra-high performance concrete , 2016 .

[20]  F. Lu,et al.  Dynamic Fracture Properties of Rocks Subjected to Static Pre-load Using Notched Semi-circular Bend Method , 2016, Rock Mechanics and Rock Engineering.

[21]  Tao Zhao,et al.  Experimental and numerical study on the fracture process zone and fracture toughness determination for ISRM-suggested semi-circular bend rock specimen , 2016 .

[22]  K. Xia,et al.  Dynamic tensile failure of rocks under static pre-tension , 2015 .

[23]  Yang Zou,et al.  Dynamic Brazilian Tests of Granite Under Coupled Static and Dynamic Loads , 2014, Rock Mechanics and Rock Engineering.

[24]  Qianbing Zhang,et al.  Determination of mechanical properties and full-field strain measurements of rock material under dynamic loads , 2013 .

[25]  Jian Zhao,et al.  Effect of loading rate on fracture toughness and failure micromechanisms in marble , 2013 .

[26]  Paul Mummery,et al.  Observation and quantification of three-dimensional crack propagation in poly-granular graphite , 2013 .

[27]  T. Backers,et al.  ISRM Suggested Method for the Determination of Mode II Fracture Toughness , 2012, Rock Mechanics and Rock Engineering.

[28]  Mark L. Green,et al.  Development of a dynamic triaxial Kolsky bar , 2010 .

[29]  R. Hasanpour,et al.  Rock fracture characterization using the modified Arcan test specimen , 2009 .

[30]  Liang Hong,et al.  Innovative testing technique of rock subjected to coupled static and dynamic loads , 2008 .

[31]  P. Cao,et al.  A mode II fracture analysis of double edge cracked Brazilian disk using the weight function method , 2005 .

[32]  G. Dresen,et al.  New data on mode II fracture toughness of rock from the punch-through shear test , 2004 .

[33]  T Szwedzicki,et al.  Quality assurance in mine ground control management , 2003 .

[34]  Zongqi Sun,et al.  Shear fracture (Mode II) of brittle rock , 2003 .

[35]  Soo-Ho Chang,et al.  Measurement of rock fracture toughness under modes I and II and mixed-mode conditions by using disc-type specimens , 2002 .

[36]  Erik Rybacki,et al.  Rock fracture toughness testing in Mode II—punch-through shear test , 2002 .

[37]  Per-Arne Lindqvist,et al.  Effects of loading rate on rock fracture , 1999 .

[38]  N. Zhou,et al.  Comparison of microshear toughness and mode II fracture toughness for structural steels , 1995 .

[39]  T. Anderson Fracture Mechanics: Fundamentals and Applications, Third Edition , 1994 .

[40]  B. N. Whittaker,et al.  Rock Fracture Mechanics: Principles, Design and Applications , 1992 .

[41]  S. Swartz,et al.  Mode II fracture-parameter estimates for concrete from beam specimens , 1988 .

[42]  J. Davies,et al.  The finite element analysis of a punch-through shear specimen in mode II , 1985, International Journal of Fracture.

[43]  J. Watkins,et al.  A finite element study of the short beam test specimen under mode II loading , 1985 .

[44]  F. Erdogan,et al.  Stress Intensity Factors , 1983 .

[45]  E. Park,et al.  Determination of Mode II Toughness of Granite by Using SCC Test , 2016 .

[46]  H. Afshin,et al.  Effect of mineral admixtures on the mixed-mode (I/II) fracture characterization of cement mortar: CTS, CSTBD and SCB specimens , 2015 .

[47]  Tao Zhao,et al.  Numerical Observation of Three-Dimensional Wing Cracking of Cracked Chevron Notched Brazilian Disc Rock Specimen Subjected to Mixed Mode Loading , 2015, Rock Mechanics and Rock Engineering.

[48]  Y. Obara,et al.  ISRM-Suggested Method for Determining the Mode I Static Fracture Toughness Using Semi-Circular Bend Specimen , 2013, Rock Mechanics and Rock Engineering.

[49]  Xibing Li,et al.  Suggested Methods for Determining the Dynamic Strength Parameters and Mode-I Fracture Toughness of Rock Materials , 2012 .

[50]  J. S. Lee Time-dependent crack growth in brittle rocks and field applications to geologic hazards , 2007 .

[51]  Su Ji-hong,et al.  STUDY AND APPLICATION OF YIELD CRITERIA TO ROCK AND SOIL , 2003 .

[52]  R. J. Fowell,et al.  Suggested method for determining mode I fracture toughness using Cracked Chevron Notched Brazilian Disc (CCNBD) specimens , 1995 .

[53]  Anthony R. Ingraffea,et al.  SUGGESTED METHODS FOR DETERMINING THE FRACTURE TOUGHNESS OF ROCK. , 1988 .