PSI - Issue 84

Erica Cernuto et al. / Procedia Structural Integrity 84 (2026) 1167–1174

1174

of ASTM. This publication is also part of the Vidi project InStruct, project number 18912, financed by the Dutch Research Council (NWO). References Brinkgreve, R., Kumarswamy, S., Swolfs, W., Waterman, D., Chesaru, A., et al., 2016. Plaxis 2016 . Delft, the Netherlands: PLAXIS bv. Brouwer, W., 2021. An analysis of the InSAR displacement vector decomposition . MSc Thesis. Delft University of Technology. Casagli, N., Proietti, C., Righini, G., Cigna, F., Pancioli, V., Colombo, A., et al., 2009. Piano straordinario di telerilevamento ambientale. Linee guida per l’analisi dei dati interferometrici satellitari in aree soggette a dissesti idrogeologici . 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 , 105568. Cernuto, E., Vitaletti, A., Salciarini, D. 2026. Effect of the relative bridge-landslide orientation on the seismic behaviour of a bridge. Soil Dynamics and Earthquake Engineering , 200 , 109899. Farneti, E., Cavalagli, N., Costantini, M., Trillo, F., Minati, F., Venanzi, I. and Ubertini, F., 2023. A method for structural monitoring of multispan bridges using satellite InSAR data with uncertainty quantification and its pre-collapse application to the Albiano-Magra Bridge in Italy. Struct Health Monit , 22(1), pp.353–371. Gabrieli, F., Gibin, F., Brezzi, L., Cernuto, E., Lupatelli, A., Salciarini, D., ... & Simonini, P. (2024). Lessons from international case studies on bridge-slide interaction problems. Procedia Structural Integrity , 62 , 506-513. Janbu, N., 1963. Soil compressibility as determined by oedometer and triaxial tests. In: Proc. of the European Conference on Soil Mechanics and Foundation Engineering . Wiesbaden, 1963. Volume 1, pp.19–25. Macchiarulo, V., Milillo, P., Blenkinsopp, C., Reale, C., Giardina, G., 2021. Multi-temporal InSAR for transport infrastructure monitoring: recent trends and challenges. In Proceedings of the Institution of Civil Engineers-Bridge Engineering (Vol. 176, No. 2, pp. 92-117). Thomas Telford Ltd. Notti, D., Herrera, G., Bianchini, S., Meisina, C., García-Davalillo, J.C. and Zucca, F., 2014. A methodology for improving landslide PSI data analysis. Int J Remote Sens , 35(6), pp.2186–2214. Ponziani, F., Berni, N., Stelluti, M., Zauri, R., Pandolfo, C., Brocca, L., ... & Tamagnini, C. (2013). LANDWARN: an operative early warning system for landslides forecasting based on rainfall thresholds and soil moisture. In Landslide Science and Practice: Volume 2: Early Warning, Instrumentation and Monitoring (pp. 627-634). Berlin, Heidelberg: Springer Berlin Heidelberg. Reinders, K.J., Giardina, G., Zurfluh, F., Ryser, J. and Hanssen, R.F., 2022. Proving compliance of satellite InSAR technology with geotechnical design codes. Transp Geotech 33, p.100722. Salciarini, D., Brocca, L., Camici, S., Ciabatta, L., Volpe, E., Massini, R., & Tamagnini, C. (2019). Physically based approach for rainfall-induced landslide projections in a changing climate. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering , 172 (6), 481-495. Salciarini, D., Cernuto, E., Capati, G., Dezi, F., Brezzi, L., Gibin, F., ... & Simonini, P. (2024)a. Landslide-bridge interaction: Insights from an extensive database of Italian case studies. International Journal of Disaster Risk Reduction , 114 , 104983. Salciarini, D., Pauselli, D., Cernuto, E., Boco, G., Ubertini, F. (2024)b. Analysis of the interaction of a landslide with viaduct foundations under static and dynamic conditions. Procedia Structural Integrity , 62 , 514-521. Salciarini, D., Volpe, E., Kelley, S. A., Brocca, L., Camici, S., Fanelli, G., & Tamagnini, C. (2016). Modeling the effects induced by the expected climatic trends on landslide activity at large scale. Procedia Engineering , 158 , 541-545. Terzaghi, K., Peck, R.B. and Mesri, G., 1996. Soil mechanics in engineering practice . 3rd ed. New York: John Wiley & Sons. Wu, J.T. and Tung, S.C.-Y., 2020. Determination of model parameters for the hardening soil model. Transp Infrastruct Geotech , 7(1), pp.55–68. Tran, Q. A., Rogstad, A., Depina, I., Fernández, F., Alene, G. H., Grimstad, G., & Nordal, S. (2024). 3D large deformation modeling of the 2020 Gjerdrum quick clay landslide. Canadian Geotechnical Journal , 62 , 1-21. Vitaletti, A., Cernuto, E., & Salciarini, D., 2025. Coupling finite element modelling and InSAR data for enhanced understanding of landslide behaviour along highway infrastructures. Landslides , 1-16.