The conventional design approach for geotechnical structures presented in Eurocode 7 (EC7) shows limitations when dealing with rockfalls. To overcome these limitations, we propose the application of Reliability Based Design (RBD), which describes the relationship between the actions and the system's resistance through the definition of a reliability index. In this work, particular attention has been given to innovative rockfall protection structures such as hybrid barriers and/or attenuators. Considering the applicability of RDB approach, the paper focuses on the response of these structures to the impact of the block and their absorption capacity at different stress levels. In this context, numerical modelling represents a powerful solution to reproduce the behaviour of these structures subjected to dynamic impacts at different Kinetic Energy levels.

Towards reliability-based design of rockfall hybrid barriers and attenuators: A focus on the resistances / Carriero, M. T.; Migliazza, M.; Vagnon, F.; Ferrero, A. M.; Nadalini, M.; Gobbin, L.. - ELETTRONICO. - (2024), pp. 381-387. (Intervento presentato al convegno Proceedings of the ISRM European Rock Mechanics Symposium, EUROCK 2024 tenutosi a Alicante (Spain) nel 15-19 luglio 2024) [10.1201/9781003429234-53].

Towards reliability-based design of rockfall hybrid barriers and attenuators: A focus on the resistances

M. T. Carriero;M. Migliazza;F. Vagnon;
2024

Abstract

The conventional design approach for geotechnical structures presented in Eurocode 7 (EC7) shows limitations when dealing with rockfalls. To overcome these limitations, we propose the application of Reliability Based Design (RBD), which describes the relationship between the actions and the system's resistance through the definition of a reliability index. In this work, particular attention has been given to innovative rockfall protection structures such as hybrid barriers and/or attenuators. Considering the applicability of RDB approach, the paper focuses on the response of these structures to the impact of the block and their absorption capacity at different stress levels. In this context, numerical modelling represents a powerful solution to reproduce the behaviour of these structures subjected to dynamic impacts at different Kinetic Energy levels.
2024
9781032551449
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2991194