作者: Marcelo A Llano-Serna , Márcio M Farias , Dorival M Pedroso , None
DOI: 10.1007/S10346-015-0664-4
关键词: Discretization 、 Run-out 、 Computation 、 Continuum mechanics 、 Geography 、 Scale (ratio) 、 Field (physics) 、 Landslide 、 Geotechnical engineering 、 Material point method 、 Mechanics
摘要: This paper demonstrates the predictive capabilities of a numerical model based on continuum mechanics for simulation run-out processes during landslides. It assesses particle-based method that takes advantage double Lagrangian-Eulerian discretization and known as material point (MPM). Attention is given to post-failure behaviour and, in particular, computation important quantities such distance, maximum velocity energy release. The MPM step forward computational solid has potential simulate large deformations those occurring A validation conducted simulations two case studies different scales, namely Tokai-Hokuriku expressway failure Japan Vajont landslide Italy. results show very good agreement with field other observations.