Full-Scale Dynamic Analysis of an Innovative Rockfall Fence Under Impact Using the Discrete Element Method: from the Local Scale to the Structure Scale

Author:

Bertrand D.,Trad A.,Limam A.,Silvani C.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Agliardi F, Crosta G, Frattini P (2009) Integrating rockfall risk assessment and countermeasure design by 3D modelling techniques. Nat Hazards Earth Syst Sci 9:1059–1073

2. Bertolo P, Oggeri C, Peila D (2009) Full-scale testing of draped nets for rock fall protection. Can Geotech J 46:306–317

3. Bertrand D, Nicot F, Gotteland P, Lambert S (2008) Discrete element method (DEM) numerical modeling of a double-twisted hexagonal mesh. Can Geotech J 45:1104–1117

4. Bourrier F, Bigot C, Bertrand D, Lambert S, Berger F (2010) A numerical model for the design of low energy rockfall protection nets. In: Euro mediterranean symposium on advances in geomaterials and structures, pp 407–412

5. Calvetti F, Genchi R, Nesta L, Nova R (1997) Numerical simulation of rock block impacts on rigid sheds. In: Pietruszczak S, Pande G (eds) Numerical models in. geomechanics—NUMOG VI. Balkema, pp 635–640

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