Erik Eberhardt
Erik Eberhardt
Geological Engineering, University of British Columbia
E-mail megerősítve itt: eos.ubc.ca
Hivatkozott rá
Hivatkozott rá
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
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
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
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
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
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
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
The Hoek-Brown Failure Criterion
E Eberhardt
Rock Mechanics and Rock Engineering 45 (6), 981-988, 2012
Estimating landslide motion mechanism, travel distance and velocity
O Hungr, J Corominas, E Eberhardt
Landslide Risk Management, 99-128, 2005
Brittle rock fracture and progressive damage in uniaxial compression
E Eberhardt
University of Saskatchewan, 1998
Rock slope stability analysis – utilization of advanced numerical techniques
E Eberhardt
UBC Geological Engineering/Earth and Ocean Sciences, 41, 2003
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
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
Landslide Risk Management
O Hungr, R Fell, R Couture, E Eberhardt
CRC Press, 2005
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
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
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
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
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
Developments in the analysis of footwall slopes in surface coal mining
D Stead, E Eberhardt
Engineering Geology 46 (1), 41-61, 1997
A rendszer jelenleg nem tudja elvégezni a műveletet. Próbálkozzon újra később.
Cikkek 1–20