| Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters G Grasselli, P Egger International Journal of Rock Mechanics and Mining Sciences 40 (1), 25-40, 2003 | 650 | 2003 |
| A review of discrete modeling techniques for fracturing processes in discontinuous rock masses A Lisjak, G Grasselli Journal of Rock Mechanics and Geotechnical Engineering 6 (4), 301-314, 2014 | 628 | 2014 |
| Quantitative three-dimensional description of a rough surface and parameter evolution with shearing G Grasselli, J Wirth, P Egger International Journal of Rock Mechanics and Mining Sciences 39 (6), 789-800, 2002 | 485 | 2002 |
| Y-Geo: new combined finite-discrete element numerical code for geomechanical applications OK Mahabadi, A Lisjak, A Munjiza, G Grasselli International Journal of Geomechanics 12 (6), 676-688, 2012 | 466 | 2012 |
| A new 2D discontinuity roughness parameter and its correlation with JRC BSA Tatone, G Grasselli International Journal of Rock Mechanics and Mining Sciences 47 (8), 1391-1400, 2010 | 363 | 2010 |
| ISRM suggested method for laboratory determination of the shear strength of rock joints: revised version J Muralha, G Grasselli, B Tatone, M Blümel, P Chryssanthakis, J Yujing Rock Mechanics and Rock Engineering 47, 291-302, 2014 | 346 | 2014 |
| 3D behaviour of bolted rock joints: experimental and numerical study G Grasselli International journal of rock mechanics and mining sciences 42 (1), 13-24, 2005 | 342 | 2005 |
| Shear strength of rock joints based on quantified surface description G Grasselli EPFL, 2001 | 305 | 2001 |
| Continuum–discontinuum analysis of failure mechanisms around unsupported circular excavations in anisotropic clay shales A Lisjak, G Grasselli, T Vietor International Journal of Rock Mechanics and Mining Sciences 65, 96-115, 2014 | 303 | 2014 |
| Manuel Rocha medal recipient shear strength of rock joints based on quantified surface description G Grasselli Rock Mechanics and Rock Engineering 39 (4), 295-314, 2006 | 265 | 2006 |
| A calibration procedure for two-dimensional laboratory-scale hybrid finite–discrete element simulations BSA Tatone, G Grasselli International Journal of Rock Mechanics and Mining Sciences 75, 56-72, 2015 | 243 | 2015 |
| A method to evaluate the three-dimensional roughness of fracture surfaces in brittle geomaterials BSA Tatone, G Grasselli Review of scientific instruments 80 (12), 2009 | 242 | 2009 |
| Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis A Lisjak, Q Liu, Q Zhao, OK Mahabadi, G Grasselli Geophysical Journal International 195 (1), 423-443, 2013 | 234 | 2013 |
| The excavation of a circular tunnel in a bedded argillaceous rock (Opalinus Clay): short-term rock mass response and FDEM numerical analysis A Lisjak, B Garitte, G Grasselli, HR Müller, T Vietor Tunnelling and Underground Space Technology 45, 227-248, 2015 | 209 | 2015 |
| An investigation of discontinuity roughness scale dependency using high-resolution surface measurements BSA Tatone, G Grasselli Rock mechanics and rock engineering 46, 657-681, 2013 | 198 | 2013 |
| Trapping zones: The effect of fracture roughness on the directional anisotropy of fluid flow and colloid transport in a single fracture DF Boutt, G Grasselli, JT Fredrich, BK Cook, JR Williams Geophysical Research Letters 33 (21), 2006 | 196 | 2006 |
| A novel approach for micro‐scale characterization and modeling of geomaterials incorporating actual material heterogeneity OK Mahabadi, NX Randall, Z Zong, G Grasselli Geophysical Research Letters 39 (1), 2012 | 195 | 2012 |
| An example of realistic modelling of rock dynamics problems: FEM/DEM simulation of dynamic Brazilian test on Barre granite OK Mahabadi, BE Cottrell, G Grasselli Rock mechanics and rock engineering 43, 707-716, 2010 | 187 | 2010 |
| Numerical modelling of the anisotropic mechanical behaviour of opalinus clay at the laboratory-scale using fem/dem A Lisjak, BSA Tatone, G Grasselli, T Vietor Rock mechanics and rock engineering 47, 187-206, 2014 | 176 | 2014 |
| A 2D, fully-coupled, hydro-mechanical, FDEM formulation for modelling fracturing processes in discontinuous, porous rock masses A Lisjak, P Kaifosh, L He, BSA Tatone, OK Mahabadi, G Grasselli Computers and Geotechnics 81, 1-18, 2017 | 169 | 2017 |
Omid K. MahabadiGeomechanics expert, Geomechanica Inc.Verified email at geomechanica.com
