| Rock mass strength at depth and implications for pillar design PK Kaiser, B Kim, RP Bewick, B Valley Mining Technology 120 (3), 170-179, 2011 | 94 | 2011 |
| DEM Simulation of Direct Shear: 1. Rupture Under Constant Normal Stress Boundary Conditions RP Bewick, PK Kaiser, WF Bawden, N Bahrani Rock Mechanics and Rock Engineering, 1-25, 2013 | 89 | 2013 |
| An overview of numerical modelling applied to deep mining LAM Castro, RP Bewick, TG Carter Innovative numerical modelling in geomechanics, 393-414, 2012 | 78 | 2012 |
| Strength of massive to moderately jointed hard rock masses RP Bewick, PK Kaiser, F Amann Journal of Rock Mechanics and Geotechnical Engineering 11 (3), 562-575, 2019 | 70 | 2019 |
| DEM simulation of direct shear: 2. Grain boundary and mineral grain strength component influence on shear rupture RP Bewick, PK Kaiser, WF Bawden Rock Mechanics and Rock Engineering 47, 1673-1692, 2014 | 70 | 2014 |
| Interpretation of UCS test results for engineering design RP Bewick, F Amann, PK Kaiser, CD Martin ISRM Congress, ISRM-13CONGRESS-2015-209, 2015 | 47 | 2015 |
| Global approach to managing deep mining hazards RP Bewick, B Valley, S Runnalls, J Whitney, Y Krynicki The 3rd CANUS rock mechanics symposium, Toronto, 2009 | 41 | 2009 |
| Numerical assessment of factor B in Mathews’ method for open stope design R Bewick, PK Kaiser Proceedings of the 3rd CANUS Rock Mechanics Symposium, Toronto, ON, Canada 1113, 2009 | 39 | 2009 |
| Effect of grain scale geometric heterogeneity on tensile stress generation in rock loaded in compression RP Bewick, B Valley, PK Kaiser ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-2012-175, 2012 | 28 | 2012 |
| Influence of rock mass anisotropy on tunnel stability RP Bewick, PK Kaiser Proceedings of the 3rd CANUS Rock Mechanics Symposium 1, 2009 | 28 | 2009 |
| Overcoming challenges of rock mass characterization for underground construction in deep mines PK Kaiser, F Amann, RP Bewick ISRM Congress, ISRM-13CONGRESS-2015-068, 2015 | 26 | 2015 |
| Integrating photogrammetry and discrete fracture network modelling for improved conditional simulation of underground wedge stability SF Rogers, RP Bewick, A Brzovic, D Gaudreau Deep Mining 2017: Proceedings of the Eighth International Conference on Deep …, 2017 | 25 | 2017 |
| Shear rupture under constant normal stiffness boundary conditions RP Bewick, PK Kaiser, WF Bawden Tectonophysics 634, 76-90, 2014 | 25 | 2014 |
| The strength of massive to moderately jointed rock and its application to cave mining RP Bewick Rock Mechanics and Rock Engineering 54 (8), 3629-3661, 2021 | 18 | 2021 |
| Interpretation of triaxial testing data for estimation of the Hoek-Brown strength parameter mi RP Bewick, PK Kaiser, B Valley ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-11-347, 2011 | 14 | 2011 |
| Classification of aqueous corrosion in underground mines JM Roy, R Preston, RP Bewick Rock Mechanics and Rock Engineering 49 (8), 3387-3391, 2016 | 13 | 2016 |
| Influence of confinement dependent failure processes on rock mass strength at depth B Valley, BH Kim, FT Suorineni, N Bahrani, RP Bewick, PK Kaiser ISRM Congress, ISRM-12CONGRESS-2011-149, 2011 | 13 | 2011 |
| Effects of anisotropic rock mass characteristics on excavation stability RP Bewick Masters Abstracts International 47 (03), 2008 | 13 | 2008 |
| Stress-induced brittle failure of the Hawkesbury Sandstone–Case study from crack initiation to tunnel support L McQueen, R Bewick, J Sutton, A Morrow 16th Australasian tunnelling conference, 2017 | 9 | 2017 |
| Discussion on “An Empirical Failure Criterion for Intact Rocks” by Peng et al.(2013) RP Bewick, PK Kaiser Rock mechanics and rock engineering 47, 817-823, 2014 | 9 | 2014 |
