Investigation and modeling of direct toppling using a three-dimensional distinct element approach with incorporation of point cloud geometry

Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks

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Engineering, Computational Engineering, Mechanical Engineering +14

Developments in the characterization of complex rock slope deformation and failure using numerical modelling techniques

Doug Stead, Erik Eberhardt, John Coggan · Engineering Geology · 2005 · 369 citations

Engineering, Earth Sciences, Geological Engineering +14

The effect of discontinuity persistence on rock slope stability

Herbert H. Einstein, Daniele Veneziano, Gregory B. Baecher et al. · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · 1983 · 360 citations

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Discontinuity spacing analysis in rock masses using 3D point clouds

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Engineering, Earth Sciences, Geology +14

Large-scale brittle and ductile toppling of rock slopes

Susan L. Nichol, Oldrich Hungr, Stephen G. Evans · Canadian Geotechnical Journal · 2002 · 181 citations

Engineering, Civil Engineering, Geological Engineering +17