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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The authors acknowledge the support from the Coordination for the Improvement of Higher Level Education Personnel (CAPES), the Brazilian Research Council (CNPq) and the Australian Research Council (project DE120100163).
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Llano-Serna, M.A., Farias, M.M. & Pedroso, D.M. An assessment of the material point method for modelling large scale run-out processes in landslides. Landslides 13, 1057–1066 (2016). https://doi.org/10.1007/s10346-015-0664-4
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DOI: https://doi.org/10.1007/s10346-015-0664-4