Identifying crack initiation and propagation thresholds in brittle rock E Eberhardt, D Stead, B Stimpson, RS Read Canadian Geotechnical Journal 35 (2), 222-233, 1998 | 1003 | 1998 |
Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation MS Diederichs, PK Kaiser, E Eberhardt International Journal of Rock Mechanics and Mining Sciences 41 (5), 785-812, 2004 | 834 | 2004 |
Numerical analysis of initiation and progressive failure in natural rock slopes—the 1991 Randa rockslide E Eberhardt, D Stead, JS Coggan International Journal of Rock Mechanics and Mining Sciences 41 (1), 69-87, 2004 | 805 | 2004 |
Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression E Eberhardt, D Stead, B Stimpson International journal of rock mechanics and mining sciences 36 (3), 361-380, 1999 | 784 | 1999 |
Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques D Stead, E Eberhardt, JS Coggan Engineering Geology 83 (1-3), 217-235, 2006 | 522 | 2006 |
Effects of grain size on the initiation and propagation thresholds of stress-induced brittle fractures E Eberhardt, B Stimpson, D Stead Rock Mechanics and Rock Engineering 32 (2), 81-99, 1999 | 438 | 1999 |
The Hoek-Brown Failure Criterion E Eberhardt Rock Mechanics and Rock Engineering 45 (6), 981-988, 2012 | 386 | 2012 |
Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face E Eberhardt International Journal of Rock Mechanics and Mining Sciences 38 (4), 499-518, 2001 | 376 | 2001 |
Estimating landslide motion mechanism, travel distance and velocity O Hungr, J Corominas, E Eberhardt Landslide Risk Management, 99-128, 2005 | 322 | 2005 |
Brittle rock fracture and progressive damage in uniaxial compression E Eberhardt University of Saskatchewan, 1998 | 202 | 1998 |
Development of an early-warning time-of-failure analysis methodology for open-pit mine slopes utilizing ground-based slope stability radar monitoring data GJ Dick, E Eberhardt, AG Cabrejo-Liévano, D Stead, ND Rose Canadian Geotechnical Journal 52 (4), 515-529, 2015 | 195 | 2015 |
Rock slope stability analysis – utilization of advanced numerical techniques E Eberhardt UBC Geological Engineering/Earth and Ocean Sciences, 41, 2003 | 183 | 2003 |
Kinematic behaviour and velocity characteristics of a complex deep-seated crystalline rockslide system in relation to its interaction with a dam reservoir C Zangerl, E Eberhardt, S Perzlmaier Engineering Geology 112 (1-4), 53-67, 2010 | 167 | 2010 |
On the seismic response of deep-seated rock slope instabilities—Insights from numerical modeling VS Gischig, E Eberhardt, JR Moore, O Hungr Engineering Geology 193, 1-18, 2015 | 147 | 2015 |
Landslide Risk Management O Hungr, R Fell, R Couture, E Eberhardt CRC Press, 2005 | 142 | 2005 |
Numerical investigation of seismically induced rock mass fatigue as a mechanism contributing to the progressive failure of deep-seated landslides V Gischig, G Preisig, E Eberhardt Rock Mechanics and Rock Engineering 49, 2457-2478, 2016 | 138 | 2016 |
Changes in acoustic event properties with progressive fracture damage E Eberhardt, D Stead, B Stimpson, RS Read International Journal of Rock Mechanics and Mining Sciences 34 (3-4), 71. e1 …, 1997 | 134 | 1997 |
Normal stiffness of fractures in granitic rock: A compilation of laboratory and in-situ experiments C Zangerl, E Eberhardt, K Evans, S Loew International Journal of Rock Mechanics and Mining Sciences 45 (8), 1500-1507, 2008 | 132 | 2008 |
Long-term investigation of a deep-seated creeping landslide in crystalline rock. Part I. Geological and hydromechanical factors controlling the Campo Vallemaggia landslide L Bonzanigo, E Eberhardt, S Loew Canadian Geotechnical Journal 44 (10), 1157-1180, 2007 | 128 | 2007 |
Slope instability mechanisms in dipping interbedded conglomerates and weathered marls—the 1999 Rufi landslide, Switzerland E Eberhardt, K Thuro, M Luginbuehl Engineering geology 77 (1-2), 35-56, 2005 | 120 | 2005 |