The roads and motorways bridge inspection program which is undergoing in Italy is revealing the high number of infrastructures interacting with landslide phenomena. It cannot be otherwise in a country characterized by such a complex morphology. A peculiar example of such soil-structure interaction is that represented by the Rio Bavera bridge in Triora whose abutment is affected by a large landslide. The paper describes this interaction from the phenomenological point of view. The geological and geotechnical investigation carried out to characterize the behavior of the soil and rock formations constituting the large landslide will be illustrated together with the monitoring activities undertaken to understand the mutual interaction between the landslide and the bridge.
On the interaction between a large landslide and a bridge / Barla, Marco; Aiassa, Santina; Antolini, Francesco; Vezzaro, Vittorio. - In: PROCEDIA STRUCTURAL INTEGRITY. - ISSN 2452-3216. - 62:(2024), pp. 585-592. (Intervento presentato al convegno II Fabre Conference – Existing bridges, viaducts and tunnels: research, innovation and applications (FABRE24) tenutosi a Genova (Ita) nel 12-15 febbraio 2024) [10.1016/j.prostr.2024.09.082].
On the interaction between a large landslide and a bridge
Barla, Marco;Antolini, Francesco;
2024
Abstract
The roads and motorways bridge inspection program which is undergoing in Italy is revealing the high number of infrastructures interacting with landslide phenomena. It cannot be otherwise in a country characterized by such a complex morphology. A peculiar example of such soil-structure interaction is that represented by the Rio Bavera bridge in Triora whose abutment is affected by a large landslide. The paper describes this interaction from the phenomenological point of view. The geological and geotechnical investigation carried out to characterize the behavior of the soil and rock formations constituting the large landslide will be illustrated together with the monitoring activities undertaken to understand the mutual interaction between the landslide and the bridge.File | Dimensione | Formato | |
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https://hdl.handle.net/11583/2993241