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Publications tagged with [3D analysis]

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<p>Using a software package that can be used for either three or two-dimensional (2D) slope stability analyses of the same model we analyse the stability of columns (3D) or slices (2D) overlying a shear failure surface. The failure surface can be any shape, ...
Reference: APSSIM 2016, Brisbane, Australia
<p>This paper describes a statistical method to explore the velocity profiles of granular flows down rough inclines. Using 3D Discrete Element Method (DEM), granularmaterial is released from a box onto a slope and allowed to flow indefinitely. Fluctuating ...
Reference: Granular Matter (2010) 12:477–482, Springer
In context of global climate change and the continuous extension of settlement areas in the Alps especially due to tourism, an increasing conflict between land use and natural hazard prevention can be observed. This also includes deep seated landslides, which ...
Reference: Austrian Journal of Earth Sciences Volume 102/2 Vienna 2009
Since 1857, several hundred rockfalls, rockslides, and debris flows have been observed in Yosemite National Park. At 12:45 a.m. on December 26, 2003, a severe winter storm triggered a rockfall west of Glacier Point in Yosemite Valley. Rock debris moved quickly ...
Filed under: Rock Mechanics -  Rock Falls
Reference: Open-File Report 2007–1378
Complicated 3-Dimensional (3D) parametric analyses were carried out (by using Finite-Difference models of more than 80000 elements) in order to investigate the tunneling excavation and temporary supportinduced surface settlements in the case of a shallow (depth ...
Reference: 2 nd International Conference “From Scientific Computing to Computational Engineering” 2 nd IC-SCCE Athens, 5-8 July, 2006
Rockfall hazard assessment is not simple to achieve in practice and sound, physically based assessment methodologies are still missing. The mobility of rockfalls implies a more difficult hazard definition with respect to other slope instabilities with minimal ...
Filed under: Rock Mechanics -  Rock Falls
Reference: Natural Hazards and Earth System Sciences (2003) 3: 407–422