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An assessment of the material point method for modelling large scale run-out processes in landslides
Authors:Marcelo A Llano-Serna  Márcio M Farias  Dorival M Pedroso
Institution:1.Department of Civil and Environmental Engineering,University of Brasilia,Brasilia,Brazil;2.School of Civil Engineering,The University of Queensland,Brisbane,Australia
Abstract:This paper demonstrates the predictive capabilities of a numerical model based on continuum mechanics for the simulation of run-out processes during landslides. It assesses a particle-based method that takes advantage of a double Lagrangian-Eulerian discretization and known as the material point method (MPM). Attention is given to the post-failure behaviour and, in particular, to the computation of important quantities such as run-out distance, maximum velocity and energy release. The MPM is a step forward in computational solid mechanics and has the potential to simulate large deformations such as those occurring during landslides. A validation is conducted based on simulations of two case studies of different scales, namely the Tokai-Hokuriku expressway failure in Japan and the Vajont landslide in Italy. The results show a very good agreement with field and other numerical observations.
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