Full-scale testing of draped nets for rock fall protection

Author:

Bertolo Paola12,Oggeri Claudio12,Peila Daniele12

Affiliation:

1. Officine Maccaferri SpA, Via degli Agresti, 6, Bologna 40123, Italy.

2. Department of Land, Environment, and Geotechnology (DITAG), Politecnico di Torino, Corso Duca degli Abruzzi 24, Torino 10129, Italy.

Abstract

The installation of draped meshes, metallic nets installed in such a way as to lie against the rock slope surface, is one of the most common ways to protect roads and infrastructure against the detachment of small rock elements in areas prone to rock fall. Despite their frequent and worldwide application, there are no universally recognized guidelines or technical standards to help engineers in their correct design, and no full-scale test results are available where the whole system, composed of several interacting structural components, is tested. In this paper, a full-scale test procedure, which is able to permit the evaluation of the global behaviour of a draped mesh, is described and the results of tests carried out on widely used meshes are presented and discussed.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference17 articles.

1. Agostini, R., Mazzalai, P., and Papetti, A. 1988. Le reti metalliche a maglia esagonale nella difesa dei versanti. Officine Maccaferri S.p.A., Bologna, Italy. [In Italian.]

2. Ballester, F.M., Fonseca, R., and Torres Vilas, J.A. 1996. Proteccion contra desprendimientos de rocas. Ministeria de Fomento – Direccion General de Carreteras, Madrid, Spain. [In Spanish.]

3. Dynamic finite element analysis of interceptive devices for falling rocks

4. The assessment of rockfall hazard at the base of talus slopes

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