How multi-scale approaches can benefit the design of cellular rockfall protection structures

Author:

Bourrier F.1,Lambert S.2,Heymann A.3,Gotteland P.4,Nicot F.2

Affiliation:

1. Cemagref, UR EMGR - 3SR, UMR5521, DU Grenoble Universités, 2, rue de la papeterie, BP 76, 38402 St-Martin d’Hères CEDEX, France.

2. Cemagref, UR ETGR, 2, rue de la papeterie, BP 76, 38402 St-Martin d’Hères CEDEX, France.

3. Cemagref, UR ETGR - 3SR, UMR5521, DU Grenoble Universités - Razel, Groupe Fayat, 2, rue de la papeterie, BP 76, 38402 St-Martin d’Hères CEDEX, France.

4. 3SR, UMR5521, DU Grenoble Universités, rue de la Piscine, 38041 CEDEX 9, Grenoble, France.

Abstract

Cellular structures are efficient technological solutions for rockfall protection. A multi-scale approach is used to develop a cellular rockfall protection structure model for engineering purposes. The macroscopic structure is composed of mesoscale individual layers made up of rocky particles contained in wire netting cages, fine granular material, and a reinforced embankment. Simple constitutive models were developed for the different mesoscale layers of the structure. Information is gathered from experiments at the layer scale to calibrate the parameters of the constitutive models. The capacities of the model are evaluated by comparisons between simulations and impact experiments on small structures. Despite quantitative differences, the comparative analysis highlights that the structure model can account for the main physical mechanisms occurring during the impact on sandwich structures. This analysis also emphasizes the model’s applicability for engineering purposes.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference19 articles.

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