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Selected Publications for Erik Eberhardt
- Eberhardt, E. (2008). Twenty-Ninth Canadian Geotechnical Colloquium: The role of advanced numerical methods and geotechnical field measurements in understanding complex deep-seated rock slope failure mechanisms. Canadian Geotechnical Journal: 45 (4), 484-510.
- Willenberg, H., Evans, K.F., Eberhardt, E., Spillmann, T. & Loew, S. (2008). Internal structure and deformation of an unstable crystalline rock mass above Randa (Switzerland): Part II - Three-dimensional deformation patterns. Engineering Geology: 101 (1-2), 15-32.
- Willenberg, H., Loew, S., Eberhardt, E., Evans, K.F., Spillmann, T., Heincke, B., Maurer, H. & Green, A.G. (2008). Internal structure and deformation of an unstable crystalline rock mass above Randa (Switzerland): Part I - Internal structure from integrated geological and geophysical investigations. Engineering Geology: 101 (1-2), 1-14.
- Zangerl, C., Eberhardt, E., Evans, K.F. & Loew, S. (2008). Consolidation settlements above deep tunnels in fractured crystalline rock: Part 2 - Numerical analysis of the Gotthard highway tunnel case study. International Journal of Rock Mechanics and Mining Sciences: 45 (8), 1211-1225.
- Zangerl, C., Evans, K.F., Eberhardt, E. & Loew, S. (2008). Consolidation settlements above deep tunnels in fractured crystalline rock: Part 1 - Investigations above the Gotthard highway tunnel. International Journal of Rock Mechanics and Mining Sciences: 45 (8), 1195-1210.
- Zangerl, C., Evans, K.F., Eberhardt, E. & Loew, S. (2008). Normal stiffness of fractures in granitic rock: A compilation of laboratory and in-situ experiments. International Journal of Rock Mechanics and Mining Sciences: 45 (8), 1500-1517.
- Bonzanigo, L., Eberhardt, E. & Loew, S. (2007). Long-term investigation of a deep-seated creeping landslide in crystalline rock - Part 1: Geological and hydromechanical factors controlling the Campo Vallemaggia landslide. Canadian Geotechnical Journal: 44 (10), 1157-1180.
- Eberhardt, E., Bonzanigo, L. & Loew, S. (2007). Long-term investigation of a deep-seated creeping landslide in crystalline rock - Part 2: Mitigation measures and numerical modelling of deep drainage at Campo Vallemaggia. Canadian Geotechnical Journal: 44 (10), 1181-1199.
- Eberhardt, E., Zangerl, C. & Loew, S. (2007). Subsidence over hard rock tunnels. Tunnels & Tunnelling International: 39(3), 50-53.
- Stead, D., Eberhardt, E. & Coggan, J.S. (2006). Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques. Engineering Geology: 83 (1-3), 217-235.
- Strouth, A., Burk, R.L. & Eberhardt, E. (2006). The Afternoon Creek Rockslide near Newhalem, Washington. Landslides: 3 (3), 175-179.
- Zangerl, C., Loew, S. & Eberhardt, E. (2006). Structure, geometry and formation of brittle discontinuities in anisotropic crystalline rocks of the Central Gotthard Massif, Switzerland. Eclogae Geologicae Helvetiae: 99 (2), 271-290.
- Eberhardt, E., Thuro, K. & Luginbuehl, M. (2005). Slope instability mechanisms in dipping interbedded conglomerates and weathered marls—the 1999 Rufi landslide, Switzerland. Engineering Geology: 77 (1), 35-56.
- Diederichs, M.S., Kaiser, P.K. & Eberhardt E. (2004). Damage initiation and propagation in hard rock tunnelling and the influence of near-face stress rotation. International Journal of Rock Mechanics and Mining Sciences: 41 (5), 785-812.
- Eberhardt, E., Stead, D. & Coggan, J.S. (2004). Numerical analysis of initiation and progressive failure in natural rock slopes - the 1991 Randa rockslide. International Journal of Rock Mechanics and Mining Sciences: 41 (1), 69-87.
- Thuro, K., Eberhardt, E. & Gasparini, M. (2004). Deep seated creep and its influence on a 1.5 GW hydroelectric power plant in the Himalayas. Felsbau: 22 (2), 60-66.
- Laws, S., Eberhardt, E., Loew, S. & Descoeudres, F. (2003). Geomechanical properties of shear zones in the Eastern Aar Massif, Switzerland and their implication on tunnelling. Rock Mechanics and Rock Engineering: 36 (4), 271-303.
- Zangerl, C., Eberhardt, E. & Loew, S. (2003). Ground settlements above tunnels in fractured crystalline rock: numerical analysis of coupled hydromechanical mechanisms. Hydrogeology Journal: 11 (1), 162-173.
- Eberhardt, E. (2001). Numerical modeling of three-dimensional stress rotation ahead of an advancing tunnel face. International Journal of Rock Mechanics and Mining Sciences: 38 (4), 499-518.
- Eberhardt, E., Stead, D. & Stimpson, B. (1999). Effects of sampling disturbance on the stress-induced microfracturing characteristics of brittle rock. Canadian Geotechnical Journal: 36 (2), 239-250.
- Eberhardt, E., Stead, D. & Stimpson, B. (1999). Quantifying pre-peak progressive fracture damage in rock during uniaxial loading. International Journal of Rock Mechanics and Mining Sciences: 36 (3), 361-380.
- Eberhardt, E., Stimpson, B. & Stead, D. (1999). Effects of grain size on the initiation and propagation thresholds of stress-induced brittle fractures. Rock Mechanics and Rock Engineering: 32 (2), 81-99.
- Eberhardt, E., Stead, D., Stimpson, B. & Lajtai, E.Z. (1998). The effect of neighbouring cracks on elliptical crack initiation and propagation in uniaxial and triaxial stress fields. Engineering Fracture Mechanics: 59 (2), 103-115.
- Eberhardt, E., Stead, D., Stimpson, B. & Read, R.S. (1998). Identifying crack initiation and propagation thresholds in brittle rock. Canadian Geotechnical Journal: 35 (2), 222-233.
- Eberhardt, E., Stead, D., Reeves, M.J. & Connors, C. (1997). Design of tabular excavations in foliated rock: An integrated numerical modelling approach. Geotechnical and Geological Engineering: 15 (1), 47-85.
- Stead, D. & Eberhardt, E. (1997). Developments in the analysis of footwall slopes in surface coal mining. Engineering Geology: 46 (1), 41-61.
