Articles | Volume 13, issue 12
https://doi.org/10.5194/nhess-13-3329-2013
https://doi.org/10.5194/nhess-13-3329-2013
Research article
 | 
18 Dec 2013
Research article |  | 18 Dec 2013

A new-type flexible rock-shed under the impact of rock block: initial experimental insights

S. Q. Shi, M. Wang, X. Q. Peng, and Y. K. Yang

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Cited articles

Agliardi, F., Crosta, G. B., and Frattini, P.: Integrating rockfall risk assessment and countermeasure design by 3-D modelling techniques, Nat. Hazards Earth Syst. Sci., 9, 1059–1073, 2009.
Azzoni, A. and de Freitas, M. H.: Experimental gained parameters, decisive for rock fall analysis, Rock Mech. Rock Eng., 28, 111–124, 1995.
Blanco-Fernandez, E., Castro-Fresno, D., del Coz Diaz, J., and López, L.: Flexible systems anchored to the ground for slope stabilisation?: Critical review of existing design methods, Eng. Geol., 122, 129–145, 2011.
Bertolo, P., Oggeri, C., and Peila, D.: Full-scale testing of draped nets for rock fall protection, Can. Geotech. J., 46, 306–317, 2009.
Bhatti, A. Q. and Kishi, N.: Impact response of RC rock-shed girder with sand cushion under falling load, Nucl. Eng. Des., 240, 2626–2632, 2010.
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