PSI - Issue 84

Antonio Fiorentino et al. / Procedia Structural Integrity 84 (2026) 757–764

764

a dynamic risk management strategy, oriented not only toward point-in-time safety verification, but also toward the definition of long-term mitigation and management measures. Overall, MARIE represents a significant step toward the consolidation and evolution of infrastructure risk assessment and management practices, providing valuable input for the refinement of operational procedures and for future updates of the Guidelines. The proposed approach contributes to improving the safety, resilience, and durability of existing bridges within a territorial and climatic context characterized by increasing complexity and uncertainty. Acknowledgements This study was supported by FABRE – “Research consortium for the evaluation and monitoring of bridges, viaducts and other structures” (www.consorziofabre.it/en). Any opinion expressed in the paper does not necessarily reflect the view of the funder. Additionally, this research was supported by the project “Methodological Approaches for RIsk assessment in the framework of landslide bridge IntEraction (MARIE)”. References ANSFISA, 2024. Ispezioni Speciali e Progetto della Conoscenza per le verifiche accurate di sicurezza di Livello 4 di ponti e viadotti esistenti interagenti con fenomeni franosi . Barla, M., Aiassa, S., Antolini, F., Insana, A., Gaudino, R., Rizzelli Martella, G., Pellegrini, S., 2025. A new real-time debris flow and snow avalanche detection system based on optical fiber sensing. Landslides 22, 1367–1382. Barla, M., Aiassa, S., Antolini, F., Vezzaro, V., 2024. On the interaction between a large landslide and a bridge. Procedia Structural Integrity 62, 585–592. Cernuto, E., Salciarini, D., Ubertini, F., Giardina, G., 2025. Landslide-Bridge Interaction: A combined approach based on InSAR data and numerical modelling. International Journal of Disaster Risk Reduction 126, 105568. Consiglio Superiore dei Lavori Pubblici (CSLLPP), 2019. Istruzioni per l’applicazione dell’“Aggiornamento delle Norme Tecniche per le Costruzioni” (NTC 2018) . Circolare n. 7, 21 gennaio 2019. CSLLPP, Roma, Italia. Corti, M., Ghirlanda, E., Mainetti, M., Abbate, A., Calcaterra, D., Papini, M., Longoni, L., 2023. Evaluation of the applicability of sediment transport models to dam filling prediction in different Italian geological contexts. Italian Journal of Engineering Geology and Environment 1, 27-32. Gabrieli, F., Gibin, F., Brezzi, L., Cernuto, E., Lupattelli, A., Salciarini, D., Mammoliti, E., Dezi, F., Stacul, S., Squeglia, N., Doglioni, A., Simeone, V., Simonini, P., 2024. Lessons from international case studies on bridge-slide interaction problems. Procedia Structural Integrity 62, Elsevier, pp. 506–513. Gatti, F., Bonaventura, L., Menafoglio, A., Papini, M., Longoni, L., 2023. A fully coupled superficial runoff and soil erosion basin scale model with efficient time stepping. Computers & Geosciences 177, 105362. Larcher, M., Aronica, G. T., Ballio, F., Claps, P., Comiti, F., Di Cristo, C., ... & Zugliani, D., 2024. Bridges in small basins with intense sediment transport and debris flow. Procedia Structural Integrity 62, 633-63. Longoni, L., Ivanov, V., Ferrario, M., Brunero, M., Papini, M., Arosio, D., 2022. Laboratory tests with interferometric optical fibre sensors to monitor shallow landslides triggered by rainfalls. Landslides, 19 (3), 761-772. Ministero delle Infrastrutture e dei Trasporti, 2018. Aggiornamento delle “Norme Tecniche per le Costruzioni” (NTC 2018). Decreto Ministeriale 17 gennaio 2018. Roma, Italia. Ministero delle Infrastrutture e dei Trasporti, 2020. Adozione delle “Linee Guida per la classificazione e gestione del rischio, la valutazione della sicurezza e il monitoraggio dei ponti esistenti” . Decreto Ministeriale 17 dicembre 2020, n. 578. Roma, Italia. Ministero delle Infrastrutture e della Mobilità Sostenibili, 2022. Adozione delle “Linee Guida per la classificazione e gestione del rischio, la valutazione della sicurezza e il monitoraggio dei ponti esistenti” (versione aggiornata; sostituzione dell’Allegato A del DM 578/2020). Decreto Ministeriale 1 luglio 2022, n. 204. Roma, Italia. Montrasio, L., Gatto, M.P.A., Miodini, C., 2023. The role of plants in the prevention of soil-slip: the G-SLIP model and its application on territorial scale through G-XSLIP platform. Landslides 20, 1149–1165. Perilli, N., Lombardi, M., Squeglia, N., Stacul, S., & Pagliara, S. (2026). Bridging Gaps in Landslide Mapping: A Semi-Quantitative Empirical Framework for Delineating Key Areas to Improve Collection of Essential Field-Based and Supplementary Remote-Based Data. Infrastructures , 11 (1), 11. Salciarini, D., Cernuto, E., Capati, G., Dezi, F., Brezzi, L., Gibin, F., Gabrieli, F., Stacul, S., Doglioni, A., Lupattelli, A., Squeglia, N., Simeone, V., Simonini, P., 2024. Landslide-bridge interaction: Insights from an extensive database of Italian case studies. International Journal of Disaster Risk Reduction 114, Elsevier, 104983. Scala, A., Niero, L., Brezzi, L., Gabrieli, F., Gibin, F., Pellegrino, C., Simonini, P., Sarhosis, V., Zampieri, P., 2025. Extreme natural events and bridge collapses: statistical insights in Italy. International Journal of Disaster Risk Reduction, 105880. Simeone V., Doglioni A., D’Ambrosio G., Fiorentino A., Nitti D.O., Nutricato R, Guerricchio A., 2024. Nutcracker Deformation of Arch Bridge In Consequence of Slow Gravitational Slope Deformations . Procedia Structural Integrity 62 (2024), pp. 561–568. Vitaletti, A., Cernuto, E., Salciarini, D., 2026. Coupling finite element modelling and InSAR data for enhanced understanding of landslide behaviour along highway infrastructures. Landslides 23, 231-246.

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