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Dynamic Behavior of Rock Fall Protection Net Fences: A Parametric Study

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Engineering Geology for Society and Territory - Volume 2

Abstract

In this communication, the influence of the impact location and boulder shape is studied to assess the efficiency of net fences (under such impacts). This work should contribute to understand the behavior of net fences in real conditions (boulder size, energy level, crossing height).

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Notes

  1. 1.

    The French institute of science and technology for transport, development and networks.

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Acknowledgment

The authors would like to thank IFSTTAR, owner of the test rockfall station, all the financial supporters of the project, and the Vicat company, owner of Montagnole quarry. We also wish to express our gratitude to both nets manufacturers, GTS, HC, TAS, CAN that have performed tests at Montagnole.

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Correspondence to Marie-Aurélie Chanut .

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© 2015 Springer International Publishing Switzerland

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Chanut, MA., Dubois, L., Nicot, F. (2015). Dynamic Behavior of Rock Fall Protection Net Fences: A Parametric Study. In: Lollino, G., et al. Engineering Geology for Society and Territory - Volume 2. Springer, Cham. https://doi.org/10.1007/978-3-319-09057-3_330

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