Issue 47

M. Marchelli et alii, Frattura ed Integrità Strutturale, 47 (2019) 437-450; DOI: 10.3221/IGF-ESIS.47.34 449 R EFERENCES [1] Ferraiolo, F. (2005). I rivestimenti superficiali. GEAM Geoingegneria Ambientale e Mineraria, XLII, pp. 45–53. [2] Giani, G. (1992). Rock slope stability analysis. Balkema, Rotterdam (NL). [3] Volkwein, A., Schellenberg, K., Labiouse, V., Agliardi, F., Berger, F., Bourrier, F., Dorren, L., Gerber, W., and Jaboyedoff, M. (2011). Rockfall characterisation and structural protection – a review, Natural Hazards and Earth System Sciences, 11, pp. 2617– 2651, DOI: 10.5194/nhess-11-2617-2011. [4] Bertolo, P., Oggeri, C., and Peila, D. (2009). Full-scale testing of draped nets for rockfall protection, Canadian Geotechnical Journal, 46, pp. 306–316. DOI: 10.1139/T08-126. [5] Shu, S., Muhunthan, B., Badger, T., and Grandorff, R. (2005). Load testing of anchors for wire mesh and cable net rockfall slope protection systems, Engineering Geology, 79, pp. 162–176. 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(2016). Flexible membranes anchored to the ground for slope stabilisation: Numerical modelling of soil slopes using SPH, Computer and Geotechnics, 78, pp. 1–10. DOI: 10.1016/j.compgeo.2016.04.014. [11] Castro-Fresno, D., del Coz Diaz, J., López, L., and García Nieto, P. (2008). Evaluation of the resistant capacity of cable nets using the finite element method and experimental validation, Engineering Geology, 100, pp. 1–10. DOI: 10.1016/j.enggeo.2008.02.007. [12] Sasiharan, N., Muhunthan, B., Badger, T., Shu, S., and Carradine, D. (2006). Numerical analysis of the performance of wire mesh and cable net rockfall protection systems, Engineering Geology, 88, pp. 121–132. DOI: 10.1016/j.enggeo.2006.09.005. [13] Thoeni, K., Giacomini, A., Lambert, C., and Sloan, S. (2013). Numerical investigation on the performance of a rockfall drapery system. In Bischoff, M., Onate, E., Owen, R., Ramm, E., and Wriggers, P., eds., III International Conference on Particle- based Methods - Fundamentals and Applications - PARTICLES 2013, pp. 1–10. [14] Valfré, A. (2006). Dimensionamento di reti metalliche in aderenza per scarpate rocciose mediante modellazioni numeriche, GEAM Geoingegneria Ambientale e Mineraria, XLIII, pp. 47–53. [15] Shu, S., Muhunthan, B., and Badger, T. (2005). Snow loads on wire mesh and cable net rockfall slope protection systems. Engineering Geology, 81, pp. 15–31. DOI: 10.1016/j.enggeo.2005.06.007. [16] Gratchev, I., Kim, D., and Chung, M. (2015). Study of the interface friction between mesh and rock surface in drapery system for rock fall hazard control, Engineering Geology, 199, pp. 12–18. DOI: 10.1016/j.enggeo.2015.10.005. [17] Chakravorty, M., Frangopol, D., Mosher, R., and Pytte, J. (1995). Time-dependent reliability of rock-anchored structures, Reliability Engineering and System Safety, 47, pp. 231–236. [18] Jiang, S.-H., Li, D.-Q., Zhang, L.-M., and Zhou, C.-B. (2014). Time-dependent system reliability of anchored rock slopes considering rock bolt corrosion effect. Engineering Geology, 175, pp. 1–8. DOI: 10.1016/0951-8320(94)00068-Y. [19] Xia, N., Liang, R., Payer, J., and Patnaik, A. (2013). Probabilistic modelling of the bond deterioration of fully-grouted rock bolts subject to spatiotemporally stochastic corrosion, Structure and Infrastructure Engineering, 9, pp. 1161–1176. DOI: 10.1080/15732479.2012.670649 [20] Muhunthan, B., Shu, S., Sasiharan, N., Hattamleh, O., Badger, T., Lowell, S., and Duffy, J. (2005). Analysis and design of wire/mesh cable net slope protection. Technical report, Washington State Transportation Commission - Department of Transportation, U.S. Department of Transportation - Federal Highway Administration. [21] Giacomini, A., Thoeni, K., Lambert, C., Booth, S., and Sloan, S. (2012). Experimental study on rockfall drapery system for open pit highwalls, International Journal of Rock Mechanics & Mining Sciences, 56, pp. 171–181. DOI: 10.1016/j.ijrmms.2012.07.030 [22] Ente Italiano di Unificazione (2012). UNI 11437:2012 Rockfall Protective Measures - Tests On Meshes For Slopes Coverage. UNI.