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DEM Modeling of a Flexible Barrier Impacted by a Dry Granular Flow

Authors :
Adel Albaba
Bruno Chareyre
François Nicot
Stéphane Lambert
François Kneib
Institut national de recherche en sciences et technologies pour l'environnement et l'agriculture (IRSTEA)
Erosion torrentielle neige et avalanches (UR ETGR (ETNA))
Laboratoire sols, solides, structures - risques [Grenoble] (3SR)
Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)
GéoMécanique
Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)-Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)
Laboratoire sols, solides, structures - risques [Grenoble] (3SR )
Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes [2016-2019] (UGA [2016-2019])
Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes [2016-2019] (UGA [2016-2019])-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes [2016-2019] (UGA [2016-2019])
Source :
Rock Mechanics and Rock Engineering, Rock Mechanics and Rock Engineering, Springer Verlag, 2017, 50 (11), pp.3029-3048. ⟨10.1007/s00603-017-1286-z⟩
Publication Year :
2017
Publisher :
Springer Science and Business Media LLC, 2017.

Abstract

International audience; Flexible barriers are widely used as protection structures against natural hazards in mountainous regions, in particular for containing granular materials such as debris flows, snow avalanches and rock slides. This article presents a discrete element method-based model developed in the aim of investigating the response of flexible barriers in such contexts. It allows for accounting for the peculiar mechanical and geometrical characteristics of both the granular flow and the barrier in a same framework, and with limited assumptions. The model, developed with YADE software, is described in detail, as well as its calibration. In particular, cables are modeled as continuous bodies. Besides, it naturally considers the sliding of rings along supporting cables. The model is then applied for a generic flexible barrier to demonstrate its capacities in accounting for the behavior of different components. A detailed analysis of the forces in the different components showed that energy dissipators (ED) had limited influence on total force applied to the barrier and retaining capacity, but greatly influenced the load transmission within the barrier and the force in anchors. A sensitivity analysis showed that the barrier's response significantly changes according to the choice of ED activation force and incoming flow conditions.

Details

ISSN :
1434453X and 07232632
Volume :
50
Database :
OpenAIRE
Journal :
Rock Mechanics and Rock Engineering
Accession number :
edsair.doi.dedup.....50b4a6e649fbc75dcd526d2270533ccb
Full Text :
https://doi.org/10.1007/s00603-017-1286-z