Back analysis of a pillar monitoring experiment at 2.4 km depth in the Sudbury Basin, Canada

[1]  John H. Schmertmann,et al.  An Experimental Study of the Development of Cohesion and Friction with Axial Strain in Saturated Cohesive Soils , 1960 .

[2]  Charles Fairhurst,et al.  On the validity of the ‘Brazilian’ test for brittle materials , 1964 .

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

[4]  E. T. Brown,et al.  Rock Mechanics: For Underground Mining , 1985 .

[5]  J. H. Curran,et al.  Deformability of intact rock , 1992 .

[6]  C. Martin,et al.  Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength , 1997 .

[7]  E. Z. Lajtai.  Microscopic Fracture Processes in a Granite , 1998 .

[8]  Alan G. Thompson,et al.  Rock support and reinforcement practice in mining : proceedings of the International Symposium on Ground Support, Kalgoorlie/Western Australia/15-17 March 1999 , 1999 .

[9]  Mark S. Diederichs,et al.  Instability of hard rockmasses, the role of tensile damage and relaxation , 2000 .

[10]  Diederichs,et al.  Underground Works In Hard Rock Tunnelling And Mining , 2000 .

[11]  V. Hajiabdolmajid,et al.  Modelling brittle failure of rock , 2002 .

[12]  Mark S. Diederichs,et al.  Manuel Rocha Medal Recipient Rock Fracture and Collapse Under Low Confinement Conditions , 2003 .

[13]  Mark S. Diederichs,et al.  Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation , 2004 .

[14]  Frederick M. Chester,et al.  Hybrid fracture and the transition from extension fracture to shear fracture , 2004, Nature.

[15]  Claudio Tamagnini,et al.  Numerical modelling in geomechanics , 2004 .

[16]  E. Alonso,et al.  Considerations of the dilatancy angle in rocks and rock masses , 2005 .

[17]  Jennifer Kay Bobich,et al.  Experimental analysis of the extension to shear fracture transition in Berea Sandstone , 2005 .

[18]  E. Hoek,et al.  Empirical estimation of rock mass modulus , 2006 .

[19]  N. Barton.  Rock Quality, Seismic Velocity, Attenuation and Anisotropy , 2006 .

[20]  Mark S. Diederichs,et al.  The 2003 Canadian Geotechnical Colloquium: Mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling , 2007 .

[21]  Diederichs,et al.  Application of modified Hoek-Brown transition relationships for assessing strength and post yield behaviour at both ends of the rock competence scale , 2008 .

[22]  Pk Kaiser,et al.  Rock Mechanics Challenges in Underground Construction and Mining , 2008 .

[23]  Catrin Edelbro,et al.  Numerical modelling of observed fallouts in hard rock masses using an instantaneous cohesion-softening friction-hardening model , 2009 .

[24]  Dominik Beck,et al.  Back analysis of over-break in a longhole open stope operating using non-linear elasto-plastic numerical modelling , 2010 .

[25]  C. Martin,et al.  Measurement of spalling parameters from laboratory testing , 2010 .

[26]  M. Cai,et al.  Considerations of rock dilation on modeling failure and deformation of hard rocks—a case study of the mine-by test tunnel in Canada , 2010 .

[27]  Davide Elmo,et al.  An Integrated Numerical Modelling–Discrete Fracture Network Approach Applied to the Characterisation of Rock Mass Strength of Naturally Fractured Pillars , 2010 .

[28]  Ming Cai,et al.  A mobilized dilation angle model for rocks , 2010 .

[29]  Bo-Hyun Kim,et al.  Rock mass strength at depth and implications for pillar design , 2011 .

[30]  Diego Mas Ivars,et al.  The synthetic rock mass approach for jointed rock mass modelling , 2011 .

[31]  Leandro R. Alejano,et al.  Dilation in granite during servo-controlled triaxial strength tests , 2013 .

[32]  Mark S. Diederichs,et al.  Verification of a laboratory-based dilation model for in situ conditions using continuum models , 2014 .

[33]  E. Hoek,et al.  Fracture initiation and propagation in intact rock – A review , 2014 .

[34]  Leandro R. Alejano,et al.  Strength and dilation of jointed granite specimens in servo-controlled triaxial tests , 2014 .

[35]  M. Diederichs,et al.  A Review of the Tensile Strength of Rock: Concepts and Testing , 2014, Geotechnical and Geological Engineering.

[36]  Mark S. Diederichs,et al.  Dilation and Post-peak Behaviour Inputs for Practical Engineering Analysis , 2015, Geotechnical and Geological Engineering.

[37]  Mark S. Diederichs,et al.  A Laboratory-Testing-Based Study on the Strength, Deformability, and Dilatancy of Carbonate Rocks at Low Confinement , 2015, Rock Mechanics and Rock Engineering.

[38]  Mark S. Diederichs,et al.  A New Model for the Dilation of Brittle Rocks Based on Laboratory Compression Test Data with Separate Treatment of Dilatancy Mobilization and Decay , 2015, Geotechnical and Geological Engineering.